Description 1.-The intending tenderer other than those enlisted with Deptt Of Posts while applying for above Noted work shall have satisfactorily completed under Central Govt/State Govt/Public Sector Undertaking a) 3 (Three) Similar works each for value not less than 40percent of estimated cost or b) 2 (Two) Similar works each for value not less than 50percent of estimated cost or c) 01(One) Similar works each for value not less than 80percent of estimated cost during the last Seven years ending 30.6.10 The contractors shall submit list of completed work of the requisite magnitude along with the attested Copies of certificate/testimonials of their satisfactorily completion from the department concerned Obtained from an officer not below the rank of an Executive Engineer in charge of the work while 2.-Last date of receipt of application upto 4 pm 9.7.10 3.-Last date of sale of tender documents upto 4 pm 15.7.10 4.-Last date of receipt of tender upto 3 pm 19.7.10. 5.-Tenders will be opened at 3.30 p.m. on the same day by the Executive Engineer(c) at Postal Civil Division, Ambala. 6. Conditions and tender forms can be had on application from the office of the Executive Engineer, Postal CivilDivision, Ambala on payment of the followings.i. Rs 500/- per set non-refundable, in cash as cost of tender 7 .- Earnest Money deposit in form of Deposit at call receipt of a scheduled bank/Fixed deposit receipt of a scheduled bank/Demand Draft of a scheduled bank issued in favour of Accounts Officer, Postal Civil Division Ambala. .In case of holiday is declared on any of the above noted day, that activity Will be automatically shifted to the next working day. 8.-The tender & earnest money shall be placed in Separate sealed envelope each marked TENDER & EMD Respectively and both shall be placed and sealed in third envelope with the name of work, addressed to the Executive Engineer(c), Postal Civil Division, Ambala. 9.-The tender of the Contractor who do not deposit The earnest money in the above manner will be summarily rejected. 9.Tenders in which any of the prescribed conditions is not fulfilled or any condition including that of conditional Rebates is put forth by the tenderer, shall be summarily rejected. However, the tenders with unconditional Rebate will be acceptable. IMPORTANT INSTRUCTIONS TO ALL TENDERERS All tenderers should read the following important instructions carefully before actually quoting rates :- 1. The tenderers should read carefully & understand the Special Conditions for the contract, Schedule of quantity etc attached with the tender document before actually quoting for the work. 2. The schedule of items, estimated cost etc in this contract are based on CPWD DSR 2007. CONTRACTOR EXECUTIVE ENGINEER N.I.T. No. EE/AB/2010-11/18 dated 1.7.10 NOTICE INVITING TENDER 1-The Executive Engineer (C), Postal Civil Division Ambala invites item rate tenders on behalf of the President of India, from the eligible Contractors from the approved list of D.O.P, C.P.W.D., Railways, M.E.S, BSNL, Local State P.W.D (B&R)and allied Department of local PWD(B&R). for the following works as below S.N o. Name of work Estimated Cost (In Rs.) Earnest Money (In Rs.) Cost of Tender( In Rs.) Time Of completio n Of work Last Date Of Reciept Of application Form Last Date Of sale Of Tender Form Date Of Opening Of Tender 1 Flooring of mail Office, P.S.O. and % ASRM Ludhiana, Punjab 467442/- 9350/- 500/- 2Month 9.7.10 15.7.10 19.7.10 2 Provision of wire gauge shutters to door windows at Postal Colony Rishi Balmiki Nagar Ludhiana 458102/- 9170/- 500/- 2Month 9.7.10 15.7.10 19.7.10 3 Provision of tube well at HPO compound Karnal 375781/- 7520/- 500/- 2Month 9.7.10 15.7.10 19.7.10 4 Repair and maintenance of qtr no G 18 H 97 H48 H112 at P& T Colony Ambala Cantt 260623/- 5220/- 500/- 2Month 9.7.10 15.7.10 19.7.10 1. The intending tenderers other than those enlisted with Deptt. of Posts while applying for above noted work shall have satisfactorily completed under Central Govt./State Govt./Public Sector Undertakings 2. a) 3 (Three) Similar works each for value not less than 40% of estimated cost, ‘or’ b) 2 (Two) Similar works each for value not less than50% of estimated cost ‘or’ c) 01(One) Similar works each for value not less than 80% of estimated cost . during the last seven years ending 30.6.10 3. The contractors shall submit list of completed work of the requisite magnitude along with the attested copies of Certificate/testimonials of their satisfactorily completion from the department concerned obtained from an officer not below the rank of an Executive Engineer in charge of the work while applying for issue of tender forms. 4. Tender will be received up to 3.00 P.M on 19.7.10 5. Tenders will be opened at 3.30 p.m. on the same day by the Executive Engineer(c) at Postal Civil Division, Ambala 6. Conditions and tender forms can be had on application from the office of the Executive Engineer, Postal Civil Division, Ambala payment of Rs 500/- per set non-refundable, in cash as cost of tender and Earnest Money as above deposit in form of Deposit at call receipt of a scheduled bank/Fixed deposit receipt of a scheduled bank/Demand Draft of a scheduled bank issued in favour of Accounts Officer, Postal Civil Division Ambala. Applications for tender forms will be received up to 4.00 p.m. on 9.7.10 and tender sold up to 4.00 p.m. on 15.7.10. In case of holiday is declared on any of the above noted day, that activity will be automatically shifted to the next working day. 7 The tender and earnest money shall be placed in Separate sealed envelope each marked “TENDER” and “EMD” Respectively and both shall be placed and sealed in third envelope with the name of work, addressed to the Executive Engineer(c), Postal Civil Division, Ambala. The tender of the Contractor who do not deposit the earnest money in the above manner will be summarily rejected. 8. Tenders in which any of the prescribed conditions is not fulfilled or any condition including that of conditional rebates is put forth by the tenderer, shall be summarily rejected. However, the tenders with unconditional rebate will be acceptable. 9. This notice is also available on website *www.indiapost.gov.in* 10;_NOTE:- I:- Applications for tender forms will be received up to 4.00 p.m. on 9.7..10 and tender documents sold up to 4.00 p.m. on 15.7.10. In the % Assistant Engineer (C) Postal Civil Sub Division, 103/22 Laxmi Nagar Rohtak and In the % Assistant Engineer (C) Postal Civil Sub Division 1st floor PO Building Sector 29 Chandigarh. In case of holiday is dec lared on any of the above noted day, that activity will be automatically shifted to the next working day II- Tenders will be received upto 3 pm on 19.7.10 and will be opened at 3.30 pm on the same day at 1- Rohtak in the % Assistant Engineer ( C ) Postal Civil Sub Division ,103/22 Laxmi Nagar Rohtak. 2- Chandigarh in the % Assistant Engineer ( C ) Postal Civil Sub Division 1st floor PO Building Sector 29 Chandigarh. 3- The contractor will drop single tender for single work. that may be at Rohtak OR at Chandigarh. EXECUTIVE ENGINEER POSTAL CIVIL DIVISION AMBALA DEPARTMENT OF POST (CIVIL WING) NO.EE(C)/P/AB/ACCTTS/ Dated:1.7.10 Copy to:- 1-2. The Chief Postmaster General, Punjab/Haryana Circle, Chandigarh/Ambala. 3 The Superintending Engineer(C), Postal Civil Circle, Ambala Cantt. 4-5. The Executive Engineer (C), Postal Civil Division, Shimla/ New Delhi. 6-13 The Executive Engineer(c), B.S.N.L. Civil Division, Ambala /Jalandhar/Chandigarh/ Ferozpur/ Rohtak/ Amritsar/ Rajpura/Ludhiana. 14 The Executive Engineer, State PWD, (B&R), Prov. Dn. No.1, Ambala Cantt. 15 The Secretary, Contractors’ Association, Regal Building, New Delhi. 16. The Secretary, Contractors’ Association, C.P.W.D. ‘Y’ Shape Building, Inderprasath Bhawan, New Dellhi. 17-20 The Asstt. Engineer(c), Postal Civil Sub Division, Ambala Cantt./Jalandhar/Rohtak/Chandigarh. 21-22 The Head Clerk, Postal Civil Division, Ambala (in duplicate) (one for Notice Board & other for record). EXECUTIVE ENGINEER(C) POSTAL CIVIL DIVISION Ambala PWD 6 GOVERNMENT OF INDIA DEPARTMENT OF POSTS (CIVIL WING) NOTICE INVITING TENDER N.I.T. No 18/ EE/AB/2010-11 Dated:- 1.7.10 1. Item rate rate tenders are invited on behalf of the President of India from approved and eligible contractors of Department of Post and those of appropriate list of CPWD,M.E.S., Railways BSNL,Local State P.W.D)*, for the work Repair and maintenance of qtr no G 18 H 97 H48 H112 at P& T Colony Ambala Cantt ” The enlistment of the contractors should be valid on the last date of sale of tenders.In case only the last date of sale of tender is extended, the enlistment of contractor should be valid on the original date of sale of tenders.In case both the last date of receipt of application and sale of tenders are extended, the enlistment of contractor should be valid on either of the two dates i.e. original date of sale of tender or on the extended date of sale of tenders. 1.1 The work is estimated to cost Rs. 260623/-only. This estimate, however, is given merely as a rough guide. 1.2 Tenders will be issued to eligible contractors , enlisted with department other than DOP ,provided they produce definite proof from the appropriate authority, which shall be to the satisfaction of the competent authority, of having satisfactorily completed similar works of magnitude specified below:- Three similar works each costing not less than 3 (Three) Similar works each for value not less than 40% of estimated cost ‘or’ 2 (Two) Similar works each for value not less than50% of estimated cost ‘or’ 01(One) Similar works each for value not less than 80% of estimated cost in last 7 years ending ie 30.6.10 2. Agreement shall be drawn with the successful tenderer on prescribed Form No. C.P.W.D.7/8 which is available as a Govt. of India Publication. Tenderer shall quote his rates as per various terms and conditions of the said form which will form part of the agreement. 3. The time allowed for carrying out the work will be (2) months from the date of start as defined in schedule ‘F’ or from the first date of handing over of the site, whichever is later, in accordance with the phasing, if any, indicated in the tender documents. 4. The site for the work shall be made available in part as specified below:- “Clear site is available” 5. Applications for issue of forms shall be received as per table upto 4 pm and tender documents shall be issued as per table upto 4 pm.Tender documents consisting of plans, specifications, the schedule of quantities of the various classes of work to be done and the set of terms & conditions of contract to be complied with by the contractor whose tender may be accepted and other necessary documents can be seen in the office of the Executive Engineer(c), Postal Civil Division, Ambala between hours of 11:00 A.M. to 04:00 P.M from 4.7.10.10 to 12.7.10 everyday except on Sundays and Public Holidays. Tender documents, excluding standard form, will be issued from his office, during the hours specified above, on payment of following Rs 500/- cash as cost of tender . 6 ( i) Tenders shall be accompanied with Earnest money of Rs.- 5220/-in cash (Upto Rs.10,000/-)/Receipt Treasury Challan/Deposit at call receipt of a Scheduled Bank/fixed deposit receipt of Scheduled Bank/Demand Draft of a Scheduled Bank issued in favour of Accounts Officer, postal Civil Division, Ambala. 50% of earnest money or Rs. 20 Lakh, whichever is less, will have to be deposited in the shape prescribed above and balance amount of earnest money can be accepted in the form of Bank guarantee issued by a Scheduled Bank. ii)The tender and the earnest money shall be placed in separate sealed envelopes each marked “Tender” and earnest money “Earnest Money” respectively . In cases where earnest money in cash is acceptable, the same shall be deposited with the Cashier of the Division and the receipt placed in the envelope meant for Earnest money. Both the envelopes shall be submitted together in another sealed envelope with the name of work and due date of opening written on envelope, which will be received by the Executive Engineer(c), Postal Civil Dn., Ambala upto 3:00 P.M. as per table and will be opened by him or his authorized representative in his office on the same day at 3:30 P.M. The envelope marked “Tender” of only those tenderers shall be opened, whose earnest money, placed in the other envelope is found to be in order. 7. The contractor whose tender is accepted, will be required to furnish performance guarantee of 5% (Five percent) of the tendered amount within the period specified in Schedule F. This guarantee shall be in the form of cash (in case guarantee amount is less than Rs. 10,000/-) or Deposit at call receipt of any scheduled bank/Banker’s cheque of any scheduled bank/Demand Draft of any scheduled bank/pay order of any scheduled bank (in case guarantee amount is less than Rs. 1,00,000/-) or Government Securities or Fixed Deposit Receipts or Guarantee Bonds of any Scheduled Bank or the State Bank of India in accordance with the prescribed form. In case the contractor fails to deposit the said performance guarantee within the period as indicated in Schedule ‘F’, including the extended period if any, the Earnest money deposited by the contractor shall be forfeited automatically without any notice to the contractor. 8. The description of the work is as follows: “ Name of work.- Repair and maintenance of qtr no G 18 H 97 H48 H112 at P& T Colony Ambala Cantt Copies of other drawings and documents pertaining to the works will be open for inspection by the tenderers at the office of the above mentioned officer. Tenderers are advised to inspect and examine the site and its surroundings and satisfy themselves before submitting their tenders as to the nature of the ground and sub-soil (so far as is practicable), the form and nature of the site, the means of access to the site, the accommodation they may require and in general shall themselves obtain all necessary information as to risks, contingencies and other circumstances which may influence or affect their tender. A tenderer shall be deemed to have full knowledge of the site whether he inspect it or not and no extra charges consequent on any misunderstanding or otherwise shall be allowed. The tenderer shall be responsible for arranging and maintaining at his own cost all materials, tools & plants, water, electricity access, facilities for workers and all other services required for executing the work unless otherwise specifically provided for in the contract documents. Submission of a tender by tenderer implies that he has read this notice and all other contract documents and has made himself aware of the scope and specifications of the work to be done and of conditions and rates at which stores, tools and plant, etc. will be issued to him by the Government and local conditions and other factors having a bearing on the execution of the work. 9. The competent authority on behalf of the President of India does not bind itself to accept the lowest or any other tender and reserves to itself the authority to reject any or all the tenders received without the assignment of any reason. All tenders in which any of the prescribed condition is not fulfilled or any condition including that of conditional rebate is put forth by the tenderer shall be summarily rejected. 10. Canvassing whether directly or indirectly, in connection with tenders is strictly prohibited and the tenders submitted by the contractors who resort to canvassing will be liable to rejection. 11. The competent authority on behalf of President of India reserves to himself the right of accepting the whole or any part of the tender and the tenderer shall be bound to perform the same at the rate quoted. 12. The Contractor shall not be permitted to tender for works in the DOP Civil Circle (Division in case of contractors of Horticulture/Nursery category) responsible for award and execution of contract ) in which his near relative is posted as Divisional Accountant or as an officer in any capacity between the grades of Superintending Engineer(c) and Junior Engineer (both inclusive). He shall also intimate the names of persons who are working with him in any capacity or are subsequently employed by him and who are near relatives to any Gazetted officer in the Postal Civil Wing. Any breach of this condition by the contractor would render him liable to be removed from the approved list of contractors of this Department. 13. No Engineer of Gazetted rank or other Gazetted Officer employed in Engineering or Administrative duties in an Engineering Department of the Government of India is allowed to work as a contractor for a period of two years after his retirement from Government service, without the previous permission of the Government of India in writing. This contract is liable to be cancelled if either the contractor or any of his employees if found any time to be such a person who had not obtained the permission of the Government of India as aforesaid before submission of the tender or engagement in the contractors service. 14. The tender for the works shall remain open for acceptance for a period of Sixty days from the date of opening of tenders. If any tenderer withdraws his tender before the said period or issue of letter of acceptance, whichever is earlier, or makes any modifications in the terms and conditions of the tender which are not acceptable to the department, then the Government shall,. without prejudice to any other right or remedy be at liberty to forfeit 50% of the said earnest money as aforesaid. Further the tenderer shall not be allowed to participate in the re-tendering process of the work. 15. This Notice Inviting Tender shall form a part of the contract document. The successful tenderer/ Contractor, on acceptance of his tender by the Accepting Authority, shall, Within 15 days from the stipulated date of start of the work sign the contract consisting of :- a) The notice inviting tender, all the documents including additional conditions, Specifications and drawings, if any, forming the tender as issued at the time of invitation of tender and acceptance thereof together with any correspondence leading thereto. b) Standard C.P.W.D. Form 8. PWD-8 GOVERNMENT OF INDIA DEPARTMENT OF POSTS STATE: Punjab CIRCLE: AMBALA BRANCH: CIVIL WING DIVISION: AMBALA ZONE : N.E. ZONE SUB DN : Ambala ITEM RATE TENDER & CONTRACT FOR WORKS Tender for the work of :- Repair and maintenance of qtr no G 18 H 97 H48 H112 at P& T Colony Ambala Cantt (A) To be submitted upto 3 pm on 19.7.10 to Executive Engineer(c), Postal Civil Division, Ambala. To be opened in Presence of tenderers who may be present at 15:30 hrs on 19.7.10 as per sr. no 10 note given in NIT Issued to:- _________________________________ (Contractor) Signature of officer issuing the documents __________________ Designation _______________________________________ Date of issue:- ………………………………………….. T E N D E R I/We have read and examined the notice inviting tender, schedule, A,B,C,D,E & F, Specifications applicable, Drawings & Designs, General Rules and Directions, Conditions of Contract, Clauses of contract, Special conditions, Schedule of Rate & other documents and Rules referred to in the conditions of contract and all other contents in the tender document for the work. I/We hereby tender for the execution of the work specified for the President of India within the time specified in Schedule ‘F’, Viz., schedule of quantities and in accordance in all respects with the specifications, designs, drawings and instructions in writing referred to in Rule-1 of General Rules and Directions and in Clause 11 of the Conditions of contract and with such materials as are provided for, by, and in respects in accordance with, such conditions so far as applicable. We agree to keep the tender open for sixty (60) days from the due date of submission thereof and not to make any modifications in its terms and conditions. A sum of Rs.9350/- is hereby forwarded in Demand Draft of a scheduled Bank as earnest money, If I/we, fail to furnish the prescribed performance guarantee within prescribed period, I/we agree that the said President of India or his successors in office shall without prejudice to any other right or remedy, be at liberty to forfeit the said earnest money absolutely. Further, if I/We fail to commence work as specified, I/We agree that President of India or his successors in office shall without prejudice to any other right or remedy available in law, be at liberty to forfeit the said earnest money and the performance guarantee absolutely, otherwise the said earnest money shall be retained by him towards security deposit to execute all the works referred to in the tender documents upon the terms and conditions contained or referred to therein and to carry out such deviations as may be ordered, up to maximum of the percentage mentioned in Schedule ‘F’ and those in excess of that limit at the rates to be determined in accordance with the provision contained in Clause 12.2 and 12.3 of the tender form. Further, I/We agree that in case of forfeiture of Earnest money or both Earnest money and performance guarantee as afore said, I/We shall be debarred for participation in the re-tendering process of the work .I/We hereby declare that I/we shall treat the tender documents drawings and other records connected with the work as secret/confidential documents and shall not communicate information/derived therefrom to any person other than a person to whom I/we am/are authorized to communicate the same or use the information in any manner prejudicial to the safety of the State. Dated……………….. Signatures of Contractor Postal Address Witness: Address: Occupation: ACCEPTANCE The above tender (as modified by you as provided in the letters mentioned hereunder) is accepted by me for and on behalf of the President of India for a sum of Rs.* ___________*(Rupees_*___________ ______________________________*_) The letters referred to below shall form part of this contract Agreement:- i) ii) iii) Signatures………………………. Designation……………………. Dated………………….. For & on behalf of the President of India SCHEDULES SCHEDULE ‘A’ - Schedule of Quantities (Enclosed) Pages from …….. SCHEDULE ‘B’ - Schedule of materials to be issued to the contractor. S.No. Description of item Quantity Rates in figures & words Place of issue at which the material will be charged to the contractor 1. 2. 3. 4. 5. Schedule ‘B’ deleted SCHEDULE ‘C’ – Tools and plants to be hired to the contractor S.No. Description Hire charges per day Place of issue 1. 2. 3. 4. Schedule ‘C’ deleted SCHEDULE ‘D’- Extra schedule for specified requirements/documents for the work, if any. Page from ………….. *{The drawing of counter A1 to A7 } *{The drawing for cupboard C1 to C4 } *{The drawing for Writing ledge B1 to B5} SCHEDULE ‘E’ Schedule of component of other Materials, Labour POL etc. for price escalation. SCHEDULE ‘F’ Reference to General Conditions of contract. (A) Repair and maintenance of qtr no G 18 H 97 H48 H112 at P& T Colony Ambala Cantt (B) Estimated cost of Work:- Rs. . 260623/- ii) Earnest Money:- Rs. 5220/- iii) Performance Guarantee- 5% of tendered Value iv) Security Deposit 5% of tendered Value General Rules & Directions:- Officer Inviting tender:- Executive Engineer(c), Postal Civil Division, Ambala Maximum percentage for quantity of items of work to be executed beyond which rates are to be determined in accordance with Clauses 12.2. & 12.3 See below Definitions: i) Engineer-in-Charge: Executive Engineer(c), Postal Civil Dn., Ambala ii) Accepting Authority: Superintending Engineer(c), Postal Civil Circle, Ambala iii) Percentage on cost of materials 15% and labour to cover all over-heads and profits. iv) Standard Schedule of Rates: DSR-2007 with upto date correction slips v) Department: Department of Posts vi) Standard CPWD contract Form CPWD form 8 as modified & corrected upto date correction slip and General conditions. Clause 1 i) Time allowed for submission of Performance Guarantee 7 days from the date of issue of letter of acceptance, in days. ii) Maximum allowable extension beyond the period 3 days provided in (i) above in days. Clause 2 Authority for fixing compensation under clause 2. S.E(c), PCC, Ambala Clause 2A Whether Clause 2A shall be applicable: No Clause 5 Number of days from the date of issue of letter of acceptance for reckoning date of start. _____10______Days Mile stone(s) as per given below S.No. Description of mile stone (Physical) Time allowed (From date of start) Amount to be withheld in Case of non Achievement Of mile stone 1. 2. 3. 4. 1/8th (of whole work) 3/8th (of whole work) 3/4th (of whole work) Full 1/4th (of whole work) 1/2 (of whole work) 3/4th (of whole work) Full 2.5% 2.5% 2.5% 2.5% Time allowed for execution of work: 2 months Authority to give fair and reasonable extension S.E(C), PCC, Ambala of time for completion of work Clause 7 Gross work to be done together with net payment/adjustment 2.50 Lac of advances for material collected, if any, since the last such Payment for being eligible to interim payment. Clause 10A List of testing equipment to be provided by the contractor at site I) Six no.s 150x150x150 mm steel cube moulds ii) Complete sets of sieves required for fine and coarse aggregate With 16mm dia temping rod iii) Slump test equipment iv) Screw gauge and veneer clipper v) Steel tape 5m vi) Screw driver vii) 3no.s Calibrated transparent hollow cylinder 15ml Clause 10CC Clause 10 CC to be applicable in contracts with stipulated Period of completion exceeding the period shown in next Column. 18 (Eighteen) months Clause 11 Specifications to be followed for execution of work:- CPWD specifications 2009 Vol.I to II With upto date correction slips/edition and revised specification-2009 Clause 12 12.2 & 12.3 Deviation Limit beyond which clauses 50% 12.2. & 12.3 shall apply for building Work. 12.5 Deviation Limit beyond which clauses 100% 12.2 & 12.3 shall apply for foundation Work. Clause 16 Competent Authority for deciding reduced rates:- S.E(C), PCC, Ambala Clause 18 List of mandatory machinery tools& plants to be deployed by the contractor at site I) Mixer machine with hopper ii) Grinder machine iii) Two vibrators iv) Steel centering props ( Telescopically adjustable) Clause 36 i). Minimum Qualifications & experience required for Principal / Technical Representative Discipline Designation (Principal Technical/ Technical Representative) Minimum Experience Numb Rate at which reco shall be made from contractor in even not fulfilling provis of clause 36(i) Figures ( Rs.) Words ( Rupees 1 Graduate Engineer Civil Engg. Principal Technica 5 years One 15000 Fifteen Thousan Clause 42 i) Schedule/statement for determining theoretical quantity of cement & bitumen on the basis of Delhi Schedule of Rates 2007 printed by C.P.W.D. ii) Variation permissible on theoretical quantities: a) Cement for works with estimated cost put to tender 3% plus/minus not more than Rs. 5 lakhs for works with estimated cost put to tender more than Rs. 5 lakhs 2% plus/minus b) Bitumen for all works 2.5% plus only & nil on minus side c) Steel Reinforcement and Structural steel 2% plus/minus sections for each diameter, section and category d) All other materials NIL iii) Rate at which recovery shall be made Prevailing rate of cement/steel+10% at the time from the contractor in event of of acceptance of tender for cement and steel not fulfilling provision clause 42 CORRECTION SLIP NO.1 (Correction to Form CPWD-6 & 7/8 (2008) (For use in Department of Posts, India) CORRECTION TO:- Definition under “CONDITIONS OF CONTRACT” all reference to:- i) Director General of Works, CPWD, ii) CPWD/Public Works Department, iii) Administrative Head of CPWD, iv) Chief Engineer, CPWD v) CPWD Circle & vi) Ministry of Urban Development In various clauses shall be taken to mean:- i) Chief Engineer(c), Department of Posts, ii) Department of Posts/Civil Wing, iii) Administrative Head of Department of Posts iv) Chief Engineer(c), Department of Posts v) Postal Civil Circle/Zone & vi) Ministry of Communications & IT, Department of Posts EXCEPT IN:- In the following places and clauses where no modifications are intended:- i) CPWD safety code, ii) Clause 11,12,19 B (I), 19 B(III), 19B(IV), 19C & 19 G, iii) Model rules for protection of health and Sanitary arrangement for workers employed by CPWD or its contractors (Heading only) iv) Central Public Works Department Contractor’s Labour Regulations (In Heading and Regulations No.1 only), v) CPWD- Delhi Schedule of Rates and Specifications Contractor Engineer-in-Charge SPECIAL CONDITIONS FOR ALUMINIUM WORKS (For Doors, Windows, Ventilators and Partitions) 1. Extruded aluminium sections of JINDAL, INDAL or Equivalent as approved by the Engineer-in-Charge shall only be used. The various aluminium sections of JINDAL make generally used in doors, windows, ventilators, partitions etc, are indicated in the table attached. The sections of other size, shape and thickness may also be used is approved by the Engineer-in-Charge. Various tests of aluminium sections shall be conducted in accordance with relevant provisions of IS:1868, IS:5523 & IS:5528. 2. Aluminium doors, windows, ventilators and partitions shall be fabricated generally as per the approved (architect) drawings. Alternatively, the contractor shall submit the drawings indicating the proposed sections to be used by him and the fixing arrangements, for approval. The Engineer-in-Charge shall have the right to reject or modify these drawings before approval and the contractor is bound to execute the work in accordance with drawings approved by the Engineer-in-Charge. 3. Samples of doors, windows, ventilators and partitions as per approved drawings, shall be fabricated and got approved from the Engineer-in-Charge before taking up the execution of these items. 4. Aluminium sections shall be jointed to each other, wherever required, with extruded aluminium angle cleats of suitable size and of thickness not less than 6mm in frames of doors/windows/ventilators/partitions & door shutters and not less than 4mm in window shutters, with stainless steel screws. All joints, unless specified, shall be mitred. 5. Fabricated aluminium frames shall be given a lacquer coating, which shall be maintained during the entire period of construction to prevent any damage to the anodic (Powder) coating to aluminium sections. The surface shall be cleaned and polished before handing over the works. Nothing extra shall be paid on this account. 6. Sliding-Shutters in partly open able windows , shall be provided with heavy-duty nylon rollers with concealed bearings and aluminium stoppers and special locking arrangements as approved by the Engineer-in-Charge. The interlocking styles of sliding shutters shall be provided with PVC weather sealing gasket. To drain off rain water collected in between channels, cuts of 15mm width shall be provided at both ends of the bottom track as directed by the Engineer-in-Charge. Side-Hung-Shutters in fully open able windows, shall be provided with best quality heavy-duty type anodic (Powder) coated aluminium hinges with stainless steel pins/bolts, anodised (Powder) coated aluminium peg stays and fasteners of suitable size and shape. 7. RATES:- Actual weight of extruded aluminium sections and snap beadings, excluding the weight of all fittings and fixtures, shall be measured for payment. The cost of all fittings and fixtures (i.e. stainless steel screws, nylon rollers, locking arrangements, gasket, making cuts, hinges, pins/bolts, peg stays, fastners) and the wastage of extruded aluminium sections, shall be deemed to be included in the agreement rate and noting extra whatsoever shall be payable. Panelling and glazing shall be paid separately. Contractor Engineer-in-Charge GUARANTEE TO BE EXECUTED BY CONTRACTORS FOR REMOVAL OF DEFECTS AFTER COMPLETION IN RESPECT OF WATER PROOFING WORKS (Refer Original and Main Agreement No………………Dated……………………..) The Agreement made this ……………. Day of ……………. Two thousand and ………………. between ……………………….. son of ………………………………… of ………………………………………. (hereinafter called the Guarantor of the one part) and the PRESIDENT OF INDIA (hereinafter called Government of the other part). WHEREAS this agreement in supplementary to a contract (hereinafter called the Contract), dated ………/……../…….. and made between the GUARANTOR of the one part and the Government of the other part, whereby the contractor, inter alia, undertook to render the buildings and structures in the said contract recited completely water and leakproof. AND WHEREAS GUARANTOR agreed to give a guarantee to the effect that the said structures will remain water and leak-proof for five years from the date of giving of water proofing treatment. NOW THE GUARANTOR hereby guarantees that water-proofing treatment given by him will render the structures completely leak-proof and the minimum life of such water proofing treatment shall be five years to be reckoned from the date after the maintenance period prescribed in the Contract. Provided that the guarantor will not be responsible for leakage caused by earth quake or structural defects or misuse of roof or alteration and for such purpose: a) Misuse of roof shall mean any operation which will damage proofing treatment, like chopping of fire wood and things of the same nature which might cause damage to roof; b) Alteration shall mean construction of an additional storey or a part of the roof or construction adjoining to existing roof whereby proofing treatment is removed in parts; c) The decision of the Engineer-in-Charge with regard to cause of leakage shall be final. During this period of guarantee, the guarantor shall make good or defects and in case of any defect being found, render the building water proof to the satisfaction of the Engineer-in-Charge at his cost and shall commence the work for such rectification within seven days from the date of issue of notice from the Engineer-in-Charge calling upon him to rectify the defects, failing which the work shall be got done by the Department by some other contractor at the GUARANTOR’S cost and risk. The decision of Engineer-in-Charge as to the cost, payable by the guarantor shall be final and binding. That if GUARANTOR fails to execute the water-proofing or commits breach thereunder then the guarantor will indemnify the principle and his successors against all loss, damage, cost, expense or otherwise which may be incurred by him by reason of any default on the part of the GUARANTOR in performance and observance of this supplementary agreement. As to the amount of loss and /or damage and/or cost incurred by the Government, the decision of the Engineer-in-Charge will be final and binding on the parties. IN WITNESS WHEREOF these presents have been executed by the obligor …………………… and by ………………………. and for and on behalf of the PRESIDENT OF INDIA on the day, month and year first above written. Signed, sealed and delivered by OBLIGOR in the presence of : 1………………………………., 2. …………………………………… Signed for and on behalf of THE PRESIDENT OF INDIA by ……………………………… in the presence of : 1 ………………………………, 2. ……………………………………… Contractor Engineer-in-Charge (Refer appendix-25 of CPWD Works Manual 2007) ADDITIONAL CONDTIONS, ADDITIONAL SPECIFICATIONS & IMPOTANT NOTES “A” ADDITIONAL CONDITIONS 1. The contractor shall at his own expense, provide all materials, required for work. 2. The Contractor shall maintain safe custody of materials brought to the site. The contractor shall also employ necessary watch and ward establishment for the work and other purposes as required at his own cost. 3. For Cement and Steel and other materials, as prescribed, the quantities brought at site shall be entered in the respective material at site accounts and shall be treated as issued for maintenance of daily consumption. 4. The procurement of cement and Reinforcement Steel and their issue and consumption shall be governed as per conditions laid down hereunder. 4.1 CEMENT 4.1.1 The contractor shall procure 43 grade (Conforming to I.S: 8112) Ordinary Portland Cement, as required in the work, from reputed manufactures of cement, having a production-capacity of one million tonnes per annum or more. Such as A.C.C. L&T, Vikmam,Shri Cement and Cement Corporation of India etc. as approved by Ministry of Industry, Government of India, and holding license to use ISI Certification mark for their product. Supply of cement shall be taken in 50 kg bags bearing manufacturer’s name and ISI marking. Samples of cement arranged by the contractor shall be taken by the Engineer-in-charge and got tested in accordance with provisions of the relevant BIS Codes. In case test results indicate that the cement arranged by the contractor does not conform to the relevant BIS Codes, the same shall stand rejected and shall be removed from the site by the contractor at his own cost within a week’s time of written order from the Engineer-in-Charge to do so. 4.1.2 The cement shall be brought at site in bulk supply as decided by the Engineer-in-Charge. 4.1.3. The cement godown of the capacity to store about 2000 bags of cement or as decided by the Engineer-in-Charge shall be constructed by the contractor at site of work for which no extra payment shall be made. Double lock provision shall be made to the door of the cement godown. The keys of one lock shall remain with the Engineer-in-Charge or his authorized representative and the key of other lock shall remain with the contractor. The contractor shall facilitate the inspection of the cement godown by the Engineer-in-Charge at any time. 4.1.4 The contractor shall supply free of charge the cement required for testing. The cost of tests shall be borne by the contractor/Department in the manner indicated below. (i) By the contractor, if the results show that the cement does not conform to relevant BIS Codes. (ii) By the Department, if the results show that the cement conforms to relevant BIS codes. 4.2 STEEL 4.2.1 The contractor shall procure steel reinforcement bars conforming to relevant BIS Codes form main producers as approved by the Ministry of Steel and Secondary Producers or re-rollers having valid BIS licence. For TMT Bars conforming to relevant BIS codes, procurement shall be made from main producers and secondary producers having valid BIS Licence. The contractor shall have to obtain and furnish test certificates to the Engineer-in-Charge in respect of all supplies of steel brought by him to the site of work. Samples shall also be taken and got tested by the Engineer-in-Charge as per the provisions in this regard in the relevant BIS Codes. In case the test results indicate that the steel arranged by the contractor does not conform to BIS Codes, the same shall stand rejected and shall be removed from the site of work within a week’s time from written order from the Engineer-in-Charge to do so. 4.2.2 The steel reinforcements shall be stored by the contractor at site of work in such a way as to prevent distortion and corrosion and nothing extra shall be paid on this account. Bars of different sizes (diameters) and lengths shall be stored separately to facilitate easy counting and checking. 4.2.3 For checking nominal mass, tensile strength, bend test, re-bend test, elongation test, proof stress etc. specimen of sufficient length shall be cut from each diameter of the bar at random at frequency not less than that specified below. For Consignment Size(Diameter) of bar Below 100 tonnes Over 100 tonnes Under to 10mm dia One sample for each One sample for each 40 25 tonnes or part thereof tonnes or part thereof 10mm to 16 mm dia One same for each One sample for each 45 35 tonnes or part tonnes or part thereof thereof Over 16mm dia One sample for each One sample for each 50 45 tonnes or part Tonnes or part thereof 4.2.4 The contractor shall supply free of charge the steel bars required for testing. The cost of tests shall be borne by the contractor/Department in the manner indicated below. (i) By the contractor, if the results show that the steel does note conform to relevant BIS Codes. (ii) By the Department, if the results show that the steel conforms to relevant BIS codes. 4.2.4 Coefficient of weight i.e., the weight per unit length of the steel procured by the contractor shall be ascertained at site before using it and certified by the Engineer-in-Charge. In case weight per unit length is beyond the rolling margin as laid down in the BIS: 1786, the steel will be rejected and shall be removed as per para 5.2.1 above from the site of work within a week’s time from written order from the Engineer-in-Charge to do so. In case weight per unit length is more than the standard coefficient of weight for the diameter, but is within the rolling margin, then the payment shall be made as per the standard weight per unit length, and, where the weight per unit length is lesser than the standard coefficient of weight for the diameter, but is within the rolling margin, the payment shall be restricted with respect to the actual weight per unit length of the diameter. 4.3 The standard sectional weights referred to in standard table under para 5.3.3, CPWD Specifications for Cement Mortar, Cement Concrete and RCC works, are to be considered for conversion of length of various sizes of Steel Reinforcement bars into weight. 4.4 The actual issue and consumption of steel and cement on the work shall be regulated and proper accounts maintained as provided in clause 10 of the contract. The theoretical consumption of cement and steel shall be worked out as per procedure prescribed in Clause 42 of the contract ad shall be governed by conditions laid therein. 4.5 Steel and Cement brought to site and remaining unused shall not be removed from site without the written permission of the Engineer-in-Charge. 5-No payment shall be made to contractor for any damaged caused by rain, snowfall, floods or any other natural cause what so ever during the execution of work because of cause(s) not covered under Clause 43 of the Contract. The damage to work will be made good by the contractor at his cost, and no claim on this account be entertained. 6. Some restrictions may be imposed by the security staff etc. on the working and/or movement of labour, materials etc. and the contractor shall be bound to follow all such restrictions/instructions and nothing extra shall be payable on this account. 7. The Contractor shall comply with proper and legal orders and directions of the local or public authority or municipality and abide by their rules and regulations and pay all fees and charges which he may be liable and nothing extra shall be payable on this account. The work shall be carried out without infringing on any of the local Municipal Bye- Laws. 8. The contractor shall engage licensed plumber for sanitary, water supply, drainage work and also get all the materials and system (including the materials supplied if any, by the department) tested by the Municipal Authority, whenever required, at his own cost includingg testing fees, transport etc. according to Municipal by Laws. The contractor shall produce necessary certificate from the Municipal Authorities after completion of work. Nothing extra will be paid on this account. 9. The water supply sanitary installation and drainage work shall be carried out in a manner complying in all respects with the requirement of relevant by laws of the local municipal authority of the place at no extra of the department. 10. The rate for every item of work to be done under this contract shall be for all heights, depths, lengths and widths of the structure (except where specially mentioned in the item) and nothing extra will be paid on this account. 11. The contractor shall take all precautions to avoid all accidents by exhibiting necessary caution boards such as day and night boards, speed limit boards and flags, red lights and providing barriers etc. He shall be responsible for all the damages and accidents caused due to negligence on his part. No hindrance shall be caused to traffic during the execution of work. Nothing extra will be paid on this account. 12. The contractor will work in close liaison, during the works, with other contractors of water supply, sanitary, drainage arrangements, electrical installation and any other works and adjust his work plan accordingly. 13. The contractor shall be required to produce samples of all materials and fittings sufficiently in advance for obtaining approval of the Engineer-in-Charge. 14. The contractor shall be responsible to arrange on his own cost all necessary tools and plants required for execution of work. The contractor shall provide at his own cost suitable weighing and measurement arrangements at site for checking weight/dimensions as may be necessary for the execution of the work. The contractor shall maintain all work in good condition during the execution and till completion of entire work allotted to him. 15. Any damage done by the contractor to any existing work during the course of execution of work tendered for shall be made good by him at his own cost. 16. The rate for all items of work wherein cements is used inclusive of charges for curing. 17. Samples of various materials required for testing shall be provided free of charges by the contractor. Testing charges, if any shall be borne by the Deptt. If the test results are satisfactory and are in conformity to the relevant provisions of the specifications. All other expenditure required to be incurred for taking samples, conveyance, packing, octroi/Tax, if any, etc. shall be borne by the contractor himself. 18. The contractor shall keep the site clear thoroughly of rubbish unless scaffolding and materials etc. from time to time as well as before the actual date of completion of the work as per directions of the Engineer-in-Charge. 19-- The doors and windows frames & shutters shall not be painted, oiled or otherwise treated and fixed in position before these are approved by the Engineer-in-Charge. 20.0 OTHER TAXES AND ROYALTIES 20.1 Works Contract Sales Tax as prevalent as per statutory orders of State/Central Government and shall be charged on gross value of all the bills and shall be recovered from bill of the contractor as works contract sales tax should there be any increase in rate of works Contract Sales Tax during execution of the contract, the same shall also be payable by the contractor. 20.2 Royalty shall have to be paid by the contractor on all materials such as stone, bricks, boulders, metal, shingle, bajri, stone aggregate, coarse sand and fine sand etc. or any other materials used for the execution of the work direct to the Revenue Authority of the District/ State Govt. concerned. The contractor shall obtain “No Demand” Certificate from the District/State Govt. authority concerned before the final bill is paid, failing which necessary recovery will be effected at the applicable rates in the final bill. 20.3 The contractor shall obtain labour clearance certificate from the designated Labour Commissioner or other designated authority of the State/Central Government and submit same to the Engineer-in-Charge before payment of final bill. 21. PROGRAMME FOR EXECUTION OF WORK 21.1 The contractor shall submit a time and progress chart to the Engineer-in-Charge including the duration of various construction activites for completion of work within 15 days from the date of award. The total time taken for various activities should not exceed the stipulated time of completion specified in the tender. The chart should be updated as per the progress in the work and shall be operated as per Clause 5 of the contract. 21.2 The work shall be executed as per programme approved by Engineer-in-Charge of the work. No claim what so ever will be entertained on this account. 22.0 ARRANGEMENT OF WATER AND PAYMENT OF CHARGES ETC. IN CONNECTION WITH WATER USED FOR CONSTRUCTION PURPOSE 22.1 The contractor shall make his own arrangement for the water to be used for construction purpose. The ontractor will get the water tested before execution of work. The water used for construction shall conform to the relevant provisions as mentioned under para 3.1.1 on page 22 of revised CPWD specifications 2002 for cement mortar, cement concrete and RCC works. 22.2 Water required for the execution of work may be sup-plied to the contractor in case of availability of water at discretion of the Engineer-in-Charge in accordance to Caluse 31-A of contract documents. 22.3 The charge (if any) etc. incidental to water used for construction purpose shall be borne by the contractor/agency under the following cases:- 22.3.1 In case of temporary water connection from municipal mains the water charges and sewerage charges (including water used for construction purposes) have to be borne by the Contractor. 22.3.2 In case of water used from other sources, the prior permission for using the water for construction purpose has to be obtained from municipal corporation/ Local Bodies by the Contractor. Water charges sewerage charges, or any other charges, for use of water from other sources for construction purposes have to be borne by the contractor. “B” PARTICULAR SPECIFICATIONS 1. GENERAL 1.1 The work, shall in general, conform to the CPWD specifications shall mean CPWD specifications – 1006 Vol I to VI with up-to-date correction slips and Revised CPWD specifications 2002 for cement Mortar, Cement Concrete and RCC works which supersed Chapter3,4 & 5 of CPWD specifications 1006 Vol.II. 1.2.1 Should there be any difference between the specifications mentioned above and the specifications given in the Schedule of quantities, the later shall prevail. 1.1.2 If the specifications for any item are not available in the CPWD specifications cited above, relevant BIS Specifications should be followed. 1.1.3 In case BIS Specifications are also not available, the decision of Engineer-in-Charge given in writing based on acceptable sound engineering practice and local usage shall be final and binding on the contractor. 1.3 The work will be carried out in accordance with the architectural drawings and structural drawings. The Structural and architectural drawings shall have to be properly correlated before executing the work. 1.2.1 In case of any difference noticed between Architectural and Structural drawings, the contractor shall obtain decision in writing of the Engineer-in-Charge. 1.2.2 In case of discrepancy in the item given in the schedule of quantities appended with the tender and architectural drawings relating to the relevant item, former shall prevail unless otherwise given in writing by the Engineer-in-Charge. 2. The following modifications to the above specifications shall, however, apply. 2.1 EARTH WORK 2.1.1 During excavation and trenching work etc. the contractors shall ensure compliance to the guidelines in such matters laid down by the local body/bodies to ensure that there is minimum hazard to the operating personnels and users, minimum inconvenience to the users, minimized damage to the underground plan/ services of other utilities in a coordinated way, in the interest of public convenience and overall safety. 2.1.2 Any trenching and digging for laying sewer lines/ water lines/ cables etc. shall be commenced by the contractor only when all men, machinery’s and materials have been arranged and closing of the trench(s) thereafter shall be ensured within the least possible time. 2.1.3 Surplus excavated earth which is beyond the requirement of D.O.P. shall have to be disposed of by the contractor at his own cost beyond the municipal limits or at places identified by the local bodies or as directed by the Engineer-in-Charge after obtaining written permission of the Engineer-in-Charge and no payment will be made by the Department for such disposal of this surplus excavated earth.The contractor shall, at his own expense and without extra charges, make provision for all shoring, pumping, dredging or bailing out water, if necessary, irrespective of the source of water. The foundation trenches shall be kept free from water while all the works below Ground level are in progress, without any extra payment. 2.2 Reinforced Cement Concrete Work & Plain Cement Concrete 2.3 General 2.2.1 Where only one variety of sand is available, the sand will be sieved for use in finishing work to achieve the required particle size distribution as per CPWD specifications in order to obtain smooth surface and nothing extra shall be paid to the contractor on this account. 2.2.2 Sand to be used shall not have any chloride/sulphate or any other impurities beyond permissible limit given in the CPWD specification. 2.2.3 Water:- It shall conform to requirements laid down in IS: 456-2000 and CPWD Specification. 2.3 R.C.C. work (Nominal mix concrete)-Water-Cement Ratio:- For RCC Works, wherever nominal mix of concrete is stipulated in the items for work. For maintaining proper quality and durability requirements of the structure, maximum water-cement ratio shall be restricted to 0.55. If in normal course of work, the required workability is not achieved; suitable plasticizers/admixtures may be used for improving the workability of concrete with the approval of Engineer-in-Charge for which nothing extra shall be paid. 2.3.1 For concreting work, mixer with lifting hopper shall have to be used for mixing concrete. 2.4 Cement Slurry, if any,. Added over base, surface(or) for continuation of concreting for better bond is deemed to have been in built in 2.5 the terms (Unless other wise explicitly stated and nothing extra shall be payable (or) extra cement considered in consumption on this account. 2.5 Centring and Shuttering for R.C.C. work:- The concrete surface shall be free from honey combing, offsets, superfluous mortar, Cement slurry and foreign matter. The form work shall be assembled in such a way as to facilitate removal of their parts in proper sequence without any damage to the exposed cement concrete surfaces and corners etc. The contractor shall keep skilled staff for special care and supervision to check the form work and concreting so that every member is made true to its size, shape, level and alignment so that it does not result in any deformation, snug, buldges etc. The contractor shall also take suitable precautionary measure to prevent breaking and chipping of corners and edges of completed work until the building is handed over. The size of shuttering plates for slabs shall not be less than 0.6m x 0.9m in general. However, Contractor has to provide tape to seal the joint properly to get smooth surface. Further shuttering shall be of such quality that there are no undulations and surfaces will be fairly even and no extra thick ceiling plaster shall be permitted to make the surface even. 2.6 STEEL WORK:-All Steel doors, steel windows, steel ventilators, wire gauge, steel glazing, steel grill shall be according to the Architect’s detailed drawings. These shall conform to the CPWD specification. 2.6.1 In the case of composite steel windows the rates shall include the cost of coupling mullion and transom etc. where windows with inside openable shutters are fixed along with windows with shutters openable outside, such inside openable windows shall be fitted with suitable friction hinges and openable outside with box type hinges, lever handles or otherwise as approved by the Engineer-in-Charge of the work. For such windows, cement concrete block of size 15cm x 10cm x 10cm shall be provided. Nothing extra shall be paid on this account. 2.6.2 In the case of steel windows and doors, steel glazing, wire gauge steel ventilators, rolling shutters, grills etc. an approved quality-priming coat of zinc chromate shall be applied over and above shop coat of primer. Nothing extra shall be payable for providing shop-coat primer. 3. IMPORTANT NOTES;- 3.1 Mandatory tests as provided for in the CPWD specification or other specification referred to above shall be got done as prescribed. 3.2 Any infringement and/or breach of the above specification and condition (s) etc. shall render the contractor liable to action(s) under various Clauses of the contract and such action stipulated in conditions therein. 3.3 The quoted rates for various items in the tender shall be inclusive of all the additional conditions and specification and for adherence to all these conditions and specifications, no extra payment shall be made to the Contracto SPECIAL CONDITIONS FOR ISI MARKED ITEMS 1. Copies of vouchers of ISI mark items shall be submitted, then only the payment shall be made. 2. If the contractor fails to provide copies of vouchers, then materials shall be test from Laboratory viz. Nation Test House, Calcutta/Delhi and Sriram Test House , New Delhi and expenses shall be borne by the contractor. 3. If any material other then specified in the nomenclature of the item is provided, the deduction will be made as per the actual market rate difference between them. SPECIAL CONDITIONS FOR PAINT WORK 1. For paint work, the theoretical quantity as per manufacturers specifications shall be brought to the site in a single lot and not in batches and shall be got approved by the Engineer-in-Charge. SPECIAL CONDITIONS FOR VITRIFIED TILES, CERAMIC TILES AND FLOOR TILES 1 Original vouchers shall be produced at the time of execution of work and the same shall be enclosed with the bill for record. 2 Shade, colour, manufacturer shall be got approved from the Engineer-in-Charge before execution. Contractor Engineer-in-Charge Name of Work : Repair & Maintenance of qtr No G-18, H-97, H-48, H-112 at P&T Colony AMbala CAntt. ----------- ----------------------------------------- ---------- ----- ---------- ---- ---------- ---------- SL NO DESCRIPTION OF ITEMS QUANTITY RATE UNIT AMOUNT ----------- ----------------------------------------- ---------- ----- ---------- ---- ---------- ---------- 1. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering : All work upto plinth : (a) 1 : 5 : 10 (1 Cement : 5 coarse sand : 5.00 Cum One Cum 10 graded stone aggregate 40 mm nominal size). 2. Making plinth protection 50 mm thick of 10.00 Sqm One Sqm cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 3. Reinforced cement concrete work in 0.80 Cum One Cum beams, suspended floors, roofs having slope up to 15 degree, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 4. Centering and shuttering including strutting, propping etc &removal of form for : (a) Shelves (cast in situ). 12.00 Sqm One Sqm 5. Reinforcement for R.C.C. work including straightening, cutting bending, placing in position and binding all complete : (a) Cold twisted bars. 100.00 Kg One Kg 6. Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level up to floor V level : (a) Cement mortar 1 : 4 ( 1 cement : 4 5.00 Sqm One Sqm coarse sand). 7. Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked black enamelled M.S. butt hinges with necessary screws excluding, panelling which will be paid for separately : (a) Kiln seasoned and chemically treated Hollock wood : 1) 35 mm thick shutters. 4.00 Sqm One Sqm 8. Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : (a) Particle Board 12 mm thick : 1) Plain particle board flat pressed, 3 2.00 Sqm One Sqm layer or graded wood particle board medium density Grade I, IS : 3087 marked. 9. Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including black enamelled ISI marked M.S. butt hinges with necessary screws : (a) Kiln seasoned and chemically treated Hollock wood : 1) 35 mm thick. 16.00 Sqm One Sqm 10. Providing and fixing 35 mm thick wire gauze shutters using galvanised M.S. wire gauze of average width of aperture 1.4 mm with wire of dia 0.63 mm for doors, windows and clerestory windows including ISI marked bright finished or / and black enamelled M.S. butt hinges with necessary screws : (a) Kiln seasoned and chemically treated 16.00 Sqm One Sqm Hollock wood. 11. Providing and fixing M.S. grills of required pattern in frames of windows etc with M.S. flats, square or round bars etc all complete : (a) Fixed to steel windows by welding. 50.00 Kg OneKg 12. Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete: (a) 250 x 16 mm. 4.00 Nos Each 13. Providing and fixing ISI marked oxidised M.S. Tower bolt black finish (Barrel type) with necessary screws etc. complete: (a) 250 x 10 mm. 8.00 Nos Each (b) 150 x 10 mm. 40.00 Nos Each 14. Providing and fixing ISI marked oxidised M.S. handles comforming to IS: 4992 with necessary screws etc. complete: (a) 125 mm. 16.00 Nos Each (b) 100 mm. 40.00 Nos Each 15. Providing and fixing T-iron frames for 200.00 Kg One Kg doors, windows and ventilators of mild steel Tee-Sections, joints mitred and welded with 15 x 3 mm lugs 10 cm long embedded in cement concrete blocks 15 x 10x 10 cm of 1 : 3 : 6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with dash fastener or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 16. Cement concrete flooring 1 : 2 : 4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate ) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc complete : (a) 40 mm thick with 20 mm nominal size 110.00 Sqm One Sqm stone aggregate. 17. Cement plaster skirting (upto 30 cm height) with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement : (a) 18 mm thick. 5.00 Sqm One Sqm 18. 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 28 mm thick cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) and top layer 12 mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from 7 mm to 10 mm nominal size laid in cement marble powder mix 3 : 1 ( 3 cement : 1 marble powder ) by weight in proportion of 2 : 3 ( 2 cement marble powder mix : 3 marble chips) by volume including cement slurry etc complete : (a) Ordinary cement without any pigment. 15.00 Sqm One Sqm 19. Marble chips skirting (upto 30cm height) rubbed and polished to granolithic finish, top layer 6 mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from smallest to 4 mm nominal size laid in cement marble powder mix 3 : 1 ( 3 cement : 1 marble powder) by weight in proportion of 4 : 7 ( 4 cement marble powder mix : 7 marble chips) by volume : (a) 18 mm thick with under layer 12 mm thick cement plaster 1 : 3 ( 1 cement : 3 coarse sand) : 1) Ordinary cement without any pigment. 2.00 Sqm One Sqm 20. Providing and fixing glass strips in joints of terrazo / cement concrete floors. (a) 40 mm wide and 4 mm thick. 200.00 Metre One Metre 21. Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : (a) 25 mm thick. 10.00 Sqm One Sqm 22. Providing and fixing Ist quality ceramic 100.00 Sqm One Sqm glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1 : 3 ( 1 cement : 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. 23. Providing gola 75 x 75 mm in cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge) including finishing with cement mortar 1 : 3 (1 cement : 3 fine sand) as per standard design : (a) in 75 x 75 mm deep chase. 40.00 Metre One Metre 24. 15 mm cement plaster on the rough side of single or half brick wall of mix : (a) 1 : 6 (1 cement : 6 coarse sand). 50.00 Sqm One Sqm 25. 6 mm cement plaster of mix : (a) 1 : 3 (1 Cement : 3 fine sand). 15.00 Sqm One Sqm 26. Finishing walls with water proofing cement paint of required shade : (a) New work (two or more coats applied 350.00 Sqm One Sqm @ 3.84 Kg / 10 sqm). 27. Painting with synthetic enamel paint of required colour to give an even shade : (a) Two or more coats on new work over an 60.00 Sqm One Sqm under coat of suitable shade with ordinary paint of approved brand and manufacture. 28. Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to dumping ground within 50 metres lead : (a) With cement mortar 1 : 4 (1 cement : 25.00 Sqm One Sqm 4 fine sand). 29. Renewing glass panes, with wooden fillets wherever necessary : (a) Float glass panes of thickness 4 mm. 1.00 Sqm One Sqm 30. Regrading terracing of mud phaska 100.00 Sqm One Sqm covered with tiles or brick, in cement by dismantling tiles or bricks, removing mud plaster preparing the surface of mud phaska to proper slope relaying mud plaster gobri leaping and tiles or bricks, grouted in cement mortar 1 : 3 (1 cement : 3 fine sand) including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground ( the cost of the new tiles or bricks excluded) within 50 metres lead. 31. White washing with lime to give an even shade: (a) Old work (two or more coats). 300.00 Sqm One Sqm 32. Distempering with dry distemper of 350.00 Sqm One Sqm approved brand and manufacture (Two or more coats) and of required shade on old work to give an even shade. 33. Removing dry or oil bound distemper, 700.00 Sqm One Sqm water proofing paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc complete. 34. Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: (a) One or more coats on old work. 300.00 Sqm One Sqm 35. Finishing walls with water proofing cement paint of required shade: (a) Old work (one or more coats applied 150.00 Sqm One Sqm @ 2.20 Kg / 10 sqm) 36. Disposal of Malba by mechanical transport 8.00 Cum One Cum including loading and unloading within a lead of 5KM. 37. Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge : (a) 1 : 3 : 6 or richer mix. 7.00 Cum One Cum 38. Demolishing R.C.C. work manually / by 0.50 Cum One Cum mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 39. Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : (a) In cement mortar. 0.50 Cum One Cum 40. Dismantling doors, windows and clerestory windows ( steel or wood) shutter including chowkhats, architrave, holdfasts etc complete and stacking within 50 metres lead : (a) Of area 3 square metres and below. 7.00 Nos Each 41. Dismantling old plaster or skirting 50.00 Sqm One Sqm raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 42. Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls, wherever required : (a) White Vitreous China Flat Wash basin 3.00 Nos Each size 550 x 400 mm with a single 15 mm C.P. brass pillar tap. 43. Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls, wherever required : (a) Kitchen Sink without drain board : 1) 610 x 460 mm bowl depth 200 mm. 3.00 Nos Each 44. Providing and fixing white vitreous china water closet squatting pan (Indian Type) : (a) Orissa pattern W.C. pan of size 580 x 1.00 Nos Each 440 mm. 45. Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fitures complete : (a) 10 Litre capacity - white. 2.00 Nos Each 46. Providing and fixing 600 x 450 mm 3.00 Nos Each beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 47. Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work - Exposed on wall : (a) 15 mm dia nominal bore. 20.00 Metre One Metre 48. Providing and fixing brass bib cock of approved quality : (a) 15 mm nominal bore. 8.00 Nos Each 49. Providing and fixing brass stop cock of approved quality : (a) 15 mm nominal bore. 8.00 Nos Each 50. Providing and fixing ball valve (brass) of approved quality complete, High or low pressure, with plastic floats complete : (a) 15 mm nominal bore. 2.00 Nos Each 51. Providing and fixing unplasticised PVC connection pipe with brass unions : (a) 45 cm length : 1) 15 mm nominal bore. 8.00 Nos Each 52. Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : (a) 100 mm diameter. 4.00 Nos Each 53. Providing and placing on terrace (at all 600.00 Litre One Litre floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 54. Credit to the work from old dismentled materials from the work. (a) Old PVC Tank 300 liter 2.0 Nos Each (-) (b) Old wooden window 8.0 Nos Each (-) (C) OLd brass bib cock/stop cock 6.0 Nos Each (-) Executive Engineer ( C ) Postal Civil Division Ambala Cantt : Bid Document : Document Not available Tech. Document : Document Not available Sector : Information Technology & Communication State : Haryana For further Information Contact: Name : S. N. Jindal E-Mail : Phone Office : 0171-2645721 Fax : 0171-2645721 | 
