MORMUGAO PORT ROAD COMPANY LIMITED A Special Purpose Vehicle Of
National Highways Authority of India
(Ministry of Shipping, Road Transport & Highways)
DEVELOPMENT OF ADEQUATE ROAD CONNECTIVITY TO MORMUGAO PORT IN GOA
4 LANING OF NH-17B FROM Km. 13.100 TO Km.18.300 AND 4 LANING OF BAINA ROAD AT RAVINDRA BHAVAN JUNCTION FROM Km 1.240 TO Km 1.020 INCLUDING CONSTRUCTION OF FLYOVER CUM ROB UPTO GATE NO. 9 (Km 0.000) OF MORMUGAO PORT, GOA
BID DOCUMENT – ITEM RATE CONTRACT
VOLUME – III BILL OF QUANTITES
Plot No. – G5 & G6, Sector – 10, Dwarka New Delhi – 110075
Phone :+91-11-25074100 Extn. 1403 Fax :+91-11-25074100 Extn. 2422
DECEMBER, 2008
National Highway Authority Of India Bidding Document Vol III
Contractor
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MPRCLVOLUME III
CONTENTS
SECTION 6 CONTRACTOR’S FORM OF BID, APPENDIX TO TENDER SECTION 7 BILL OF QUANTITIES
SECTION 8 FORM(S)
i) FORM OF BID SECURITY (BANK GUARANTEE) ii) LETTER OF ACCEPTANCE
iii) CONTRACT AGREEMENT
iv) FORM OF PERFORMANCE SECURITY-BANK GUARANTEE
v) FORM OF ADVANCE PAYMENT GUARANTEE
vi) BANK GUARANTEE IN LIEU OF RETENTION MONEY
SECTION - 6
CONTRACTORS FORM OF BID AND
APPENDIX TO TENDER
National Highway Authority Of India Bidding Document Vol III
Contractor
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MPRCLForm of Bid
NAME OF WORK: 4 LANING OF NH-17B FROM Km. 13.100 TO Km.18.300 AND
4 LANING OF BAINA ROAD AT RAVINDRA BHAVAN JUNCTION FROM Km 1.240 TO Km 1.020 INCLUDING CONSTRUCTION OF FLYOVER CUM ROB UPTO GATE NO. 9 (Km 0.000) OF
MORMUGAO PORT, GOA
To:
The General Manager (Tech) PC-II National Highways Authority of India, G-5 & 6, Sector-10, Dwaraka
New Delhi – 110075
Ph: 91-11-25074100 Extn: 1403 Fax:91-11-25074100 Extn: 2432 Website: http//www.nhai.org.
Gentlemen:
1. In accordance with the Conditions of Contract, Specification, Drawings, and Bill of Quantities and Addenda Nos. [insert Addenda Nos.] for the execution of the above-named Works we, the undersigned, offer to construct and install such Works and remedy any defects therein in conformity with the Conditions of Contract, Specifications, Drawings, Bill of Quantities, and Addenda for the sum of Rs. __________________[insert amounts in numbers and words] [as specified in the Appendix to Tender or such other sums as may be ascertained in accordance with the conditions].
2. We acknowledge that the Appendix forms part of our Bid.
3. We undertake, if our Bid is accepted, to commence the Works as soon as is reasonably possible after the receipt of the Engineer’s notice to commence, and to complete the whole of the Works comprised in the Contract within the time stated in the Appendix to Tender.
4. We agree to abide by this Bid until the date specified in ITB Clause 16 [insert date], and it shall remain binding upon us and may be accepted at any time before that date.
5. Unless and until a formal Agreement is prepared and executed this Bid, together with your written acceptance thereof, shall constitute a binding Contract between us.
6. We undertake that, in competing for (and, if the award is made to us, in executing) the above contract, we will strictly observe the laws against fraud and corruption in force in India namely
"Prevention of Corruption Act 1988".
7. We understand that you are not bound to accept the lowest or any bid you may receive.
8. We certify/confirm that we comply with the eligibility requirements as per ITB Clause 3 of the
bidding documents.
National Highway Authority Of India Bidding Document Vol III
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MPRCL9. Commissions or gratuities, if any, paid or to be paid by us to agents relating to this Bid, and to Contract execution if we are awarded the Contract, are listed below:
Name and address of agent
Amount and currency
Purpose of commission or gratuity
(if none, state “none”)
10. We attach herewith our current income tax clearance certificate*.
Dated this day of 20
Signature in the capacity of
duly authorized to sign bids for and on behalf of [in block capitals or typed]
Address:
Witness:
Address:
Occupation
* This is applicable for all bidders from India and for Indian partners of all Joint Venture bids.
National Highway Authority Of India Bidding Document Vol III
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MPRCLAppendix to Tender
Bidders should fill in all the appropriate blank spaces. Bidders are required to sign each page of the Appendix to Tender.
Conditions of Contract Sub-Clause
Description of clause
Clause No
Remarks
Performance Security
10.1 of GCC
The performance security shall be in the form of a Unconditional Bank Guarantee from Nationalised/Scheduled Bank/International Bank approved by Employer or Bankers Cheque/DD in favour of Chairman SPV, MPRCL, NHAI, New Delhi, for the amount(s) of 10% (ten percent) of the Contract Price + Additional Security for unbalanced bids determined in accordance with Cl. 30.4 of ITB.
Inspection of Site 11.2 of COPA
The Chief Engineer Mormugao Port Trust Administrative Office Headland Sada, Goa-403 804.
Language ability of Superintending Staff
15.2 and 16.3 of COPA
English Language.
Minimum Amount of Third-Party Insurance
23.2
of GCC Rs.4.0 (Four) million per occurrence, with the number of occurrences unlimited.
Time for Issue of the Notice to Commence
41.1
of COPA 30 (Thirty ) days
Possession of Site and access thereto
42.1 of GCC
(i) Possession of site from Km. 13.10 to Km 14.45,
Km 14.85 to Km 15.32, 1.240 to 1.020 slip roads and
Km 15.75 to Km 17.95 shall be given along with the Engineer’s Notice to Commence the work.
(ii) Possession of site from Km. 14.45 to Km 14.85, Km 15.32 to Km 15.75 and
Km 17.95 to Km 18.30 shall be given on completion of Mile
Stone 2
National Highway Authority Of India Bidding Document Vol III
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MPRCLTime for Completion 43.1 Of GCC
24 Calendar Months including monsoon period with the following Milestones
Mile Stone
No.
Description
of Works Construction Items & Sections Time period
Road Works
Including C D Works
100% * completion of cutting, filling & compaction from Km 13.10 to Km 14.45, Km 14.85 to Km 15.32 & Km 15.75 to Km 17.95
100% * completion of 4-laning of road from Km 13.10 to Km14.450, Km 14.850 to Km15.320 & Km 15.750 to Km17.950
100% * completion of Construction of C-D structures in Km. 13.100 to Km14.450
50% * completion of pedestrian subways
1
Structures, Bridge &
ROB cum Flyover
100% * Completion of Pile Foundation of flyover Cum ROB
30% * completion of Pier and Pier Caps
30% * of completion of B aina road at Ravindra Bhavan junction from Km . 1.240 to Km 1.020
12 (Twelve) months from the date of notice to proceed with the work
Road Works 100% * of completion of B aina road at Ravindra Bhavan junction from Km 1.240 to Km1.020
100% * completion of pedestrian subways
2
Structures 100% * completion of Pier and Pier Caps of Flyover Cum ROB.
50% * Completion of Superstructure of Flyover Cum ROB..
90% * completion of Major Bridge
18 (Eighteen) months from the date of notice to proceed with the work
Road Works 100% * completion of 4-laning of road from Km. 14.450 to Km14.850 & Km 15.320 to Km15.750 and Km 17.950 to Km18.300.
100% * completion of Traffic Safety system.
100% * completion of finishing items 100% * completion of Toll Plaza
3
Structures 100% * completion of flyover Cum ROB & Major Bridge.
100% * completion of Approaches to flyover 100% * completion of miscellaneous items
24 (Twenty Four) months from the date of notice to proceed with the work
* Quantity in BOQ Limit of Liquidated
Damage
47.1 of GCC
Maximum Limit shall be 10% of the final Contract Price.
Amount of
Liquidated Damages 47.1 of GCC
i) Milestone No.1 Rs.1,50,000/- per day ii) Milestone No.2 Rs. 87,500/- per day iii) Milestone No.3 Rs.75,000/- per day Bonus for early
Completion
47.3 of COPA
Per Month 1% of the final Contract Price. Maximum limit shall be 3% of final Contract Price.
Taking Over of Sections or Parts
48.2 (a) of GCC
N.A.
Defects Liability Period
49.1 of GCC
365 (three hundred sixty five) days
National Highway Authority Of India Bidding Document Vol III
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MPRCLMinimum Amount of Interim Payment Certificates
60.2 of GCC
Net Rs.30.00 millions
Retention Money 60.2 (a) of GCC
6 (six) percent of Interim Payment Certificates subject to a maximum of 5 (Five)% of final contract price.
Time of Payment and Interest
60.10 (b)&(c) of COPA
Interest shall be prevailing Prime lending rate of Nationalised Banks.
Mobilization Advance
60.11(a) of COPA
All advances mentioned in Clause 60.11 shall be at prevailing Prime lending rate of Nationalised Bnak.
(i) Payment of interest bearing mobilization advance up to 5% of the Contract Price at commencement of Work.
(ii) Payment of additional interest bearing advance up to 5% of the Contract Price after the Contractor has achieved a financial progress of 10% of the Contract Price.
(iii) Rate of Interest shall be prevailing Prime lending rate of Nationalised Banks.
Equipment Advance 60.11 (b) of COPA
(i) Payment of interest bearing equipment advance up to 5% of the Contract Price against the new equipment purchased by the Contractor on or after the date of issue of letter of acceptance, under its ownership, subject to production of proof of payment.
(ii) No equipment advance shall be admissible on any other equipment where no purchase of equipment is involved (i.e.
equipments already owned by the Contractor) or equipments purchased under hire purchase scheme/ financing arrangement or on hired equipments, etc.
(iii) Rate of interest shall be prevailing Prime lending rate of Nationalised Banks.
Monthly recovery of Advance Payment
60.11 (c) of COPA
20% of the amount of monthly Interim Payment Certificates.
Repayment of Mobilisation Advance
60.11 (d) of COPA
Recovery shall commence from the next interim payment to the contractor for work done under contract reaches 20% of contract price named in the letter of acceptance or (4) Four months from date of commencement whichever period concludes earlier and no further advance beyond this date is payable.
Payment after termination
63.3 of COPA
20%
Dispute Review Board and Arbitration
67.1 & 67.3 (v)
of COPA
Director General (Road Development and Special Secretary),Ministry of Shipping ,Road transport & Highways,Govt of India
Place of arbitration 67.3 (vi) of COPA
Arbitration procedure shall be held at New Delhi
Notice to Employer and Engineer
68.2 of COPA
The Employer’s address is:
CHAIRMAN,
MORMUGAO PORT ROAD COMPANY LTD.
National Highway Authority Of India Bidding Document Vol III
Contractor
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MPRCLThe General Manager (Tech) PC-II and Managing Director National Highways Authority of India
G-5 & 6, Sector-10, Dwaraka New Delhi – 110075
Ph: 91-11-25074100 Extn: 1403 Fax:91-11-25074100 Extn: 2422 Website: http//www.nhai.org.
The Engineer’s address:
Will be Conveyed later.
The items on the following pages are to be filled in by the bidder as part of its bid.
Payment to Nominated Sub Contractor
59.4 (c) of GCC
………
SECTION – 7
BILL OF QUANTITIES
1.01 Clearing and grubbing of road land complete including removal of stumps of any sizes and roots of trees of any girth irrespective of size , left over after cutting of trees carried out by contractor or by any agency as per Technical Specification Clause 201.
Ha. 28
1.02 Dismanting of structures on roadway, including disposal of unserviceable material and utilising the serviceable material free of cost in permanent works as per specifications and as directed by the Engineer with all leads and lifts etc.
complete as per Technical Specification Clause 202.
a) Brick/ Stone Masonry Cum 5600
b) Plain Cement Concrete (PCC) Cum 6120
c) Reinforced Cement Concrete (RCC) Cum 1137
d) Bituminous pavement Cum 3929
e) Non Bituminous base and subbase courses. Cum 1000
f) Footpath Sqm 69
1.03 Cutting of trees of girth size above 300 mm including cutting of trunks, branches,uprooting and removal of all materials and stacking within the ROW and filling depressions/pits by earth as directed by the Engineer including liasoning with concerned authorities for obtaining requisite permissions.etc. complete. as per Techincal Specification 201 & 305
a) Girth from 300mm to 600mm No 21
b) Girth from 600mm to 900mm No 17
c) Girth from 900mm to1800mm No 9
d) Girth from 1800mm to 2700mm No 2
e) above 2700mm No 2
Total of Bill I
Name of Work :- 4 Laning of NH 17 B from Km.13.100 to Km.18.300 and 4 Laning of Baina Road at Ravindra Bhavan Junction from Km1.240 to 1.020 inculding Construction of Flyover Cum ROB upto Gate No.9 (Km 0.000) of Mormugao Port, Goa
Bill of Quantities
BOQ
Item No. Item Description Unit Total Quantity
Unit Rate (Rs.)
BILL I : Site Clearance
Amounts (Rs.)
In Figure In Words
Contractor 8 MPRCL
National Highway Authority Of India Bidding Document Vol III
BOQ
Item No. Item Description Unit Total Quantity
Unit Rate (Rs.)
Amounts (Rs.)
In Figure In Words
2.01 Earth work in excavation for roadway in all types of strata other than rock &
marshy landrequiring blasting including dressing section to the required grade, conveying and/or disposing off the excavated material with all leads and lifts etc.
complete as per Techincal Specification Clause 301.
Cum 87330
2.02 Earthwork in excavation in rock (Blasting prohibited ) for all depths by wedging /chiselling/ rock splittingor line drilling including dressing to final line and level, conveying and disposing of excavated materials to required lead and lifts as directed by the Engineer, dewatering by bailing out and/or diverting the stream and/or pumping out water if necessary during all items of construction , backfilling the trenches with approved material including watering, ramming, including all leads and lifts etc. complete as per Techincal Specification Clause 301, 303&309.
Cum 156831
2.03 Construction of embankment with approved material obtained from borrow areashaving soaked CBR Value of 6% with all leads & lifts, transporting to site , laying in layers not exceeding 250 mm loose, breaking clods, dressing to the required lines,curves, grades, and watering to OMC and compacting to meet requirement of Table 300-2 complete as per Techincal Specification 305
Cum 143616
2.04 Filling in median/island with approved material with all leads and lifts complete as per technical specifications clauses 305 &407
a) Material obtained from approveed Borrow pit Cu.m 1145
b) Material obtained from excavated portion Cu.m 325
2.05 Construction of embankment with approved material obtained from the excavated portionsof the roadway cutting, excavation of drain and foundation of other structure with all leads & lifts graded and compacted to meet requirement of Table 300-2 all as per drawing and Technical Specification Clause 305.
Cu.m 31830
2.06 Construction of subgrade and shoulders with approved material obtained from borrow areas having 4 days soaked CBR value equal to or more than 8%, with all leads & lifts , trasporting to site, laying in layers not exceeding 250 mm loose, breaking clods and dressing to the required lines,curve grades, and watering to OMC and compacting to meet requirement of Table 300-2 etc.
complete as per Techincal Specification Clause 305.
Cum 93397
2.07 Turfing with sods of embankment slopes ,earthen verge and other locations as instructed by the engineer complete as per Technical specification clause 307
Sq.m 460
Total of Bill II BILL II : Earthwork
Contractor 9 MPRCL
BOQ
Item No. Item Description Unit Total Quantity
Unit Rate (Rs.)
Amounts (Rs.)
In Figure In Words
3.01 Construction of Granular Sub Base (drainage layer) conforming to Grading II of Table 400.1 with all leads and lifts etc. complete as per Technical Specification Clause 401
Cum 35826
3.02 Providing and laying Wet Mix Macadam with paver finisher in specified thickness with all leads and lifts etc. complete as per Technical Specification 406.
Cum 35102
Total of Bill III
BILL III: Granular Base Course and Sub Base
Contractor 10 MPRCL
National Highway Authority Of India Bidding Document Vol III
BOQ
Item No. Item Description Unit Total Quantity
Unit Rate (Rs.)
Amounts (Rs.)
In Figure In Words
4.01 Providing and applying primer coat using bituminous emulsion complying to IS:8887 over prepared surface of granular base including cleaning of road surfaces and spraying at the rate of @ 7.5 Kg/10Sqm using mechanical means with all leads and lifts etc. complete as per Technical Specifications Clause 501 &
502.
Sq.m 135701
4.02 Providing and applying tack coat by using rapid setting bituminous emulsion complying to IS: 8887 over prepared surface cleaned with mechanical broom with all leads and lifts etc. complete as per Techincal Specification Clause 503.
a)Over granular surface treated with primer @ 3 kg/10 sq.m Sq.m 135701
b)Over Bituminous surface @ 2.25 kg/10 Sq.m Sq.m 144001
4.03 Providing and laying Dense Bituminous Macadam course with crushed aggregates premixed with viscosity grade bituminous binder VG-30 grade with publication of IS 73:2006 (Paving Bitumen-specification-third revision)
@ 4.5%, with all leads and lifts complete as per Techincal Specification 507 and as per instruction of engineer.
Cum 18037
4.04 Providing and laying Bituminous Concrete wearing course on prepared surface using with viscosity grade bituminous binder VG-30 grade with publication of IS 73:2006 (Paving Bitumen-specification-third revision) , with all leads and lifts etc. complete as per Techincal Specification Clause 509 and as per instruction of engineer.
Cum 5488
4.05 Providing and laying Dry Lean Concrete base of M-15 grade for toll plaza including providing coarse and fine aggregate to the specified gradation using minimum cement content 240 kg/cum of concrete with OPC 43 grade cement mixing of concrete as per approved design mix using mechanised batch mix plant of appropriate capacity, transporting and laying with self propelled paver with electronic sensor device and compacting with vibratory roller of minimum 80 - 100 KN static weight to give desired compacted density and average compressive strength of 15 MPa at 7 days and curing with liquid curing compound and sprinkling water and covering with moist hessain or ponding of water for 7 days including providing construction joints, including all material, labour, machinery with all leads and lifts etc. complete as per Technical Specifications SP 13
Cum 2500
BILL IV: Bituminous Pavement Courses
Contractor 11 MPRCL
BOQ
Item No. Item Description Unit Total Quantity
Unit Rate (Rs.)
Amounts (Rs.)
In Figure In Words
4.06 Providing and laying Pavement Quality Concrete of M 40 grade including providing 125 micron thick impermeable plastic sheet membrane over the surface to be covered, coarse and fine aggregates of specified gradation using minimum cement content 350 kg/cum of concrete with OPC 43 grade cement, approved admixture, mixing with mechanised batch mix plant of appropriate capacity as per the design mix to the specified workability, transporting the mix with dumpers or transit mixers and laying with self propelled slip form paving train of required capacity having electronic sensor device, curing with approved resin based aluminised reflective curing compound and covering with moist hessian or ponding and sprinkling of water for a minimum period of 14 days and including providing and fixing dowels, tie bars, approved precompressed seals for joint filling and sealing all types of joints and finishing to the desired surface texture including all material, labour, machinery with all leads and lifts etc. completeas per technical specification 602 Additional Specification SP-13 and as directed by Engineer.
Cum 5350
Total of Bill IV
Contractor 12 MPRCL
National Highway Authority Of India Bidding Document Vol III
BOQ
Item No. Item Description Unit Total Quantity
Unit Rate (Rs.)
Amounts (Rs.)
In Figure In Words
5.01 Taking confirmatory bore holes 150 mm dia at each foundation location of flyover/bridge proper and in approaches on each side by using double tube boring machine and carrying out tests to determine Engineering Properties of soil and to ascertain founding levels / qualities of strata at each location and submitting the soil investigation report with necessary interpretation of the test results as directed by Engineer and as per specification 2405 to 2411 and Additional Specification SP- 6.
a) Boring in all strata. RM 945
b) Drilling NX size hole in soft rock using diamond drill RM 84
5.02 Excavation for foundation of structures including dewatering, shoring and strutting as necessary and backfilling the trenches with approoved material in layers of 15 to 20 cms and disposing of remaining unsuitable material with all lifts and lead as directed and preparation of bed for concreting of foundations etc. complete as directed by Engineer and as per Technical Specification Clause 301,304 & 309
a) Soils of all types upto 3m depth including ordinary earth, sand, dry / wet soil, marine clay, boulders, kankars, soft murrum, hard murrum, etc.
Cum. 4300
b) Soils of all types greater than 3m depth Cum. 10
5.03 Providing and laying in situ cement concrete of Grade M-15 for levelling course below foundation, encasement of pipes , formwork, compaction, curing etc.
,including all leads, lifts complete as per Techincal Specification Clause 1100, 1500, 1700 & 2100.
Cum 1200
5.04 Providing M-35 RCC cast in situ bored piles each of load capacity as per design &
drawings and of specified diameter including boring in all strata . complete as per Techincal Specification Clause 900,1100,1118,1119,1500,1700,2100.
a) 1.0 m. dia Piles RM 370
b) 1.2 m. dia.Piles RM 9696
c) 1.5 m. dia.Piles RM 416
5.05 Providing and laying in-situ RCC of M30/M35 of Controlled Cement Concrete in foundations (i.e.pile cap) of piers, abutments etc. with all leads and lifts excluding reinforcement as per Drawing and Technical Specification Clasuse 900,1100,1500,1700 & 2100.
a) RCC Grade M-30 Cum 1246
b) RCC Grade M-35 Cum 4321
5.06 Providing and laying in situ cement concrete in sub structure (pier walls, abutment caps,pedesteals, dirt wall, cantilever returns), in Girders , deck slab, diaphragmsincluding all leads, lifts etc. complete as per approved drawing and as per Technical Specification Clasuse 900,1100,1500,1700 & 2100 (excluding steel reinforcement) (Ready Mix Concrete only)
a) RCC Grade M-30 Cum 2922
b) RCC Grade M-35 Cum 2422
BILL V : Flyover Cum ROB and Major Bridges
Contractor 13 MPRCL
BOQ
Item No. Item Description Unit Total Quantity
Unit Rate (Rs.)
Amounts (Rs.)
In Figure In Words
5.07 Providing & fixing High Yield Strength Deformed TMT bars of various diameters without anticorrosive treatment for reinforcement for all PSC / RCC work like piles, foundation, substructure, superstructure, walls, and subways etc as per detailed drawing including all leads and lifts etc. complete as per Technical Specification 1600 and IS 12594-1988
MT 3864
5.08 Providing and applying anti-corrosive treatment for TMT steel reinforcement as per Fusion Bonded epoxy Coating (FBEC) etc. complete as per IS:13620-1993 and as per Additional Specification Clause 8.
MT 3864
5.09 Providing and installing MS liner 6 mm thick for bored-cast-in-situ concrete piles as required including applying 140 micron DFT coal tar epoxy protective coating as per drawing and Specifications with all leads and lifts, and as directed by Engineer.
MT 1074
5.10 Providing and applying one coat of epoxy primer and two coats of coal tar epoxy paint (Total DFT = 50 + 80 + 80 = 210 microns) to all concrete surfaces in contact with earth in foundation and substructure complete as per Techincal Specification SP 7. (Paint shall be got approved from Engineer and tested from approved laboratory).
Sq.m 13475
5.11 Providing and applying one coat of Epoxy Phenolic primer of DFT 50 micron and two coats of Epoxy Phenolic coating of DFT 100 microns each or any other equivalent epoxy coating system to all concrete surfaces exposed to atmosphere in substructure complete as per Technical Specification Clause 1900 and additional specification SP 7 . (Paint shall be got approved from Engineer and tested from approved laboratory).
Sq.m. 3022
5.12 Providing and laying controlled cement concrete of M45 grade in superstructure as per drawings , with all leads and lifts etc. complete as per Technical Specification Clause 900,1500,1700 & 2300.
Cum 8320
5.13 Providing 12.7 mm nominal dia. low Relaxation high tensile prestressing strands conforming to IS:14268 - CIass II complete including all lifts and leads approved design and drawings and as per Technical Specification Clause 1800.
12.7 mm Nominal Dia MT 208
5.14 Providing and fixing POT Cum PTFE bearing to the true line and level and in position as per drawings and BS:5400, Sec. 9.1 & 9.2 as per design & drawings and Technicak Specification Clause 2000.
a) Fixed Bearings
i) 450 Ton capcity each No 38
ii) 600 Ton capacity each No 2
b) Sliding Bearings
i) 450 Ton capcity each No 38
ii) 600 Ton capacity each No. 2
Contractor 14 MPRCL
National Highway Authority Of India Bidding Document Vol III
BOQ
Item No. Item Description Unit Total Quantity
Unit Rate (Rs.)
Amounts (Rs.)
In Figure In Words
5.15 Providing and carrying out load test on bridge deck with simulated loading including provision, placing and removal of loading, supplying, fixing and removing deflection measuring instruments etc. complete with platforms for fixing the instruments etc. complete as per the details supplied and specification and as directed by Engineer and including submission of required results in triplicate after satisfactory completion of the load test.
No 1
5.16 Providing and fixing Elastomeric bearings in position with all leads and lifts etc.
complete as per approved design and drawings and as per Technical Specification Clause 2000.
Cu.cm. 1513882
5.17 Providing and casting RCC Crash Barrier in M40 controlled concrete with cast-in- situ or precast members excluding reinforcement etc. as per detailed drawings with all leads and lifts specification complete as per Technical Specification Clause 809,900.1500,1600,1700,2300.
Cum. 975
5.18 Providing and laying PVC pipes of 50mm O.D. / 38mm I.D. with fittings and necessary connecting accessories of same material at required depth for laying cable into crash barrier etc. complete as per Technical Specification
RM 1750
5.19 Providing and fixing 150 mm dia. G.I. Drainage spouts, as per MOST Drg. No.
SD/303 including grating with suitable clean out fixtures, including all leads and lifts etc. complete as per design, drawings and Technical Specifications Clause 2705
No. 288
5.20 Providing and fixing 150 mm diameter GI longitudinal runner pipes / under drain of medium grade along soffit of deck slab including cost of all materials, labour, fixing in true line and level, including bends, fixtures as per drawings , with all lifts and leads etc.complete as per Technical Specifications Clause 2705.
RM 1330
5.21 Providing and constructing catch pit of size 0.90 m x 0.45 m x 1.2 m deep in BB masonry including excavation, backfilling in soil, 100 mm thick M-15 grade PCC below and covered with 100 mm thick RCC M-25 slab, reinforcement, M.S.
covering, smooth finish from inside etc. complete as per Technical Specification Clause 1300,1500,1600,1700 & 2200
No. 20
5.22 Providing and fixing precast concrete 300 mm dia. pipes, type NP3 class, granular and concrete bedding below pipe, encasing pipe with M-30 concrete, including cost of all materials, labour, etc. complete with all lifts and leads etc. as per Technical Specification Clause 2900.
RM 20
5.23 Providing pier protection to selected piers by constructing RCC Pardi of 20 cm thick (Grade M-20) with foundation for Pardi of min. size 0.45 x 0.5 m in M-20 over rubble soling of 0.23 m as per detailed drawing, design and Technical Specification Clause 1500,1700 & 2200.
Cum 50
5.24 Providing and fixing in position elastometic Strip seal expansion joint for movement +/- 50 mm (total 100mm) in deck slab and crash barrier at the joints as per detailed drawing complete as per Technical Specification Clause 2600 &
Additional Specification SP1.
RM 343
Contractor 15 MPRCL
BOQ
Item No. Item Description Unit Total Quantity
Unit Rate (Rs.)
Amounts (Rs.)
In Figure In Words
5.25 Providing and laying 12 mm thick mastic asphalt wearing course with paving grade bitumen (S25) meeting the requirements given in MORTH, and as per Technical Specification Clause 2702 and IRC SP 53 Section 500.
Sqm 11498
5.26 Providing and laying 50mm Asphaltic Concrete as per Technical Specification Clause 2702 & IRC SP- 53 Section 500.
Cum 2036
5.27 Providing and fixing in position 100 mm Dia. AC pipes as weep holes in abutments and return walls completed in all respects as per Technical Specification Clause 2706
RM 112
5.28 Providing & laying PCC M-20 in footpaths as per approved drawing including all leads, lifts etc. complete as per Technical Specification 1500,1700 & 2100.
Cum 450
5.29 Providing & laying Precast Cover Slab Panels in footpaths with cement concrete cement grade of M 30 as per detailed drawing , with all leads & lifts complete as per Technical Specification Clause 900,1100,1500,1700 & 2100.
Cum 80
5.30 Providing and applying anti carbonation acrylic paint in two coats over required coat of primer to the below deck etc. complete.as per Technical Specification Clause 1906
Sq.m 6585
Total of Bill V
Contractor 16 MPRCL
National Highway Authority Of India Bidding Document Vol III
BOQ
Item No. Item Description Unit Total Quantity
Unit Rate (Rs.)
Amounts (Rs.)
In Figure In Words
6.01 Providing Compacted Granular Bedding over compacted Strata for foundation of Pipe Culverts as per drawing and Technical Specifications Clause 2900.
Cum 52
6.02 Providing and laying cenemt conrete pipe of IS458-1988 Class , 1.0 m dia NP3in proper line level and slope including providing fixing collars in cenemt morter 1:2 etc complete as per Technical Specification Clause 2900.
RM 68
6.03 Providing Course Rubble Masonry for Head Wall of Pipe Culverts in cement morter of 1:6 including strking joints of the no exposed faces and pointing the exposed faces with cement morter 1:3 including scaffolding and watering masonary etc. complete including bailing out water manually and as per Technical Specification Clause 1400,1700 & 2500
Cum 58
6.04 Providing and laying dry stone pitching 300 mm thick as specified and as per drawing with all leads and lifts etc. complete. As per Technical Specification Clause 2504.
Sqm 4086
6.05 Providing and laying dry stone apron for BOX Culvert as per drawing and Technical Specification 2503&2504 and as directed by Engineer with all leads and lifts etc. complete.
Cum 254
6.06 Providing and fixing in position Tar Paper Bearing for Slab Culvert as per detailed drawing and as directed by the Engineer.
Sqm 19
6.07 Providing filter media behing abutments, retaining wall, R.E. Wall and return wall complete as per drawing and Technical specification Clause 2500
Cum 2226
6.08 Providing tubular steel railing on preast RCC post , 1.2 m hight above ground level with 50 mm dia painted steel pipe railing in three rows on precast M-20 grade RCC vertical posts 1.8 m high (1.2m above GL) with 3 holes 50 mm dai pipe , fixed 2 meter center to center complete as per drawing.
Rm 100
6.09 Provide Cement Painting inside surfaces of the walls of the subway complete as directed by Engineer.(The rate shall be for one square meter of area painted.)
Sqm 166
Total of Bill VI
BILL VI : Cross Drainage Works & Culverts
Contractor 17 MPRCL
BOQ
Item No. Item Description Unit Total Quantity
Unit Rate (Rs.)
Amounts (Rs.)
In Figure In Words
7.01 Providing and laying in situ RCC M-25 grade for trenches, drains, precast cover, retaining walls, toe walls, head walls including coping etc. complete as per Technical Specification Clause 1500,2100, 1700
Cum 588
7.02 Providing and constructing Brick Masonary Chamber of varying Size inclduing 1:4:8 cement concrete foundation, 1:2:4 concrete channels, brick masonary , plastering from inside and outside as required in cement morter 1:3 and airtight RCC lid with frame fixed in cement concrete 1:2:4, curing, testing etc. complete
a) Size 750 mm x 750mm x 750 mm No 2
b) Size 800 mm x 600 mm x 1200 mm No 2
c) Size 1000 mm x 1500mm x 1800 mm No 4
7.03 Providing, laying and jointing reinforced cement concrete RCC NP- 4 Pipes including testing of joints all complete as per drawing and Technical Spcifications Appendix XIV
a) 600 mm dia RM 16
b) 750 mm dia RM 16
c) 900 mm dia. RM 16
d) 1200 mm dia. RM 16
7.04 Construction of 300 mm dia semi -circular drainage chute, energy dissipation basin in cement concrete M 15 including foundation concrete as per drawings and Technical Spcifications 1500, 1700 & 2100 including construction of bell mouth at entry, shuttering etc complete as per detailed drawings and Technical Specification Clause 1500, 1700 & 2100
Cum 446
7.05 Providing and laying interlocking concrete paving blocks in footpaths medians and bus bays including sand bed of thickness 50 mm and precast concrete head strips etc. complete as per drawing and additional specifications clause SP5
a) For 60mm Thick Paver Block Sqm. 1325
b) For 80mm Thick Paver Block Sqm. 500
7.06 Providing and laying in position to the level and grade 150 mm dia precast NP2 class pipe below footpath for discharging water into concrete open drains including providing and fixing GI grating etc. complete as directed by Engineer and as per
Technical Specification Clause 2900 RM
73
7.07 Providing and laying service ducts in position , precast RCC Pipes of dia 250 mm NP2 class including bed preparation ,cost of lifting ,loading and unloading ,jointing with collar or flush joints including cost of backfilling the trenches including all
leads and lifts etc. complete. RM
150
7.08 Providing and lining 100 mm dia PVC pipe for weep holes as per drawing and
specification and as directed by Engineer RM
100 BILL No. VII: Drainage & Protective Works
Contractor 18 MPRCL
National Highway Authority Of India Bidding Document Vol III
BOQ
Item No. Item Description Unit Total Quantity
Unit Rate (Rs.)
Amounts (Rs.)
In Figure In Words
7.09 Providing Chain Link Fencing on either side of carriageway fo size 50x50mm 8 guage thick and fixed 75 mm above ground level vertical MS angel of 40 x 40x 6 mm embedded in CC block of grade M15 of sizeas shown in drawing at 1.75m c/c with iron bars 16mm dia as holdfast including welding link with angle frame at 30 cm c/c nuts and bolts and jorizontal MS angles at the top and bootom of 25x25x5 mm size and vertical MS flat 35x5mm and 25x5 mm horizontal including cross support 40x40x6 angles both side at every corner or bends embedded in concrete blocks of M15 grade of size mentioned in the drawing including 3 caots of oil painting.
Sq m 10850
Gabbion Wall
7.10 Construction of Soil Nails of 76 mm diameter including drilling of hole, supplying and installing the 25 mm Tor Steel Rod to the desired depth, grouting it with neat cement grout, fixing of Thrust Plate of 200 mm x 200 mm x 200mm size with bolts and nuts as per drawing and Technical Spcifications Clause 704
RM 4628
7.11 Placing of Hexagonal wire mesh (100 mm x 120 mm mesh size) over cutting slopes with contractors tools, labour,plant , U pins, overlaps etc. as directed by engineer in charge and as per drawing and Technical Spcifications Clause 704.
Sqm. 1898
7.12 Providing and construction of Gabion walls made up of zinc coated gablons mechanically double twisted. High tensilewire mesh and Gfwotextile filter equivalent Bonar NW 9 including cost of labours for lacing filling the gabion box with stones. Including all as per drawing and Technical Spcifications Clause 704.
Cum 21218
7.13 Back filling behind the gabion wall with good quality soil as per drawing and Technical Spcifications Clause 704
Cum 12075
Reinforced Earth Wall
7.14 Providing, casting & fixing of precast facia elements in RCC M35 grade for reinforced soil embankment for approach returns and abutment as per specifications given including connections, joints, fittings and erection of facia and reinforcing element , casting and erection of PC units along with necessary insitu concrete works for foundations as well as coping and providing weepholes, perforated drain pipes behind the wall for necessary drainage arrangement etc.
complete as specified /manufacturer's requirement and as per Technical Specifications Clause 700, 3100, BS 8006(Latest Version) & additional specification SP10.
Sq.m 5187
7.15 Providing and laying in situ of grade M-40 concrete in friction slab for RE Wall including necessary centering & scaffolding etc. complete with all leads and lifts as per drawing and Technical Specifications 900, 1500, 1700, 1900, 2200, 2300.(excluding steel reinforcement) (Ready Mix Concrete only)
Cum 569
7.16 Providing and filling selected material / sand (with f ≥ 30o) in layers not exceeding 20 cms including watering, ramming, compaction etc. complete as per Technical Specifications Clause 3100
Cu.m 14940
Contractor 19 MPRCL
BOQ
Item No. Item Description Unit Total Quantity
Unit Rate (Rs.)
Amounts (Rs.)
In Figure In Words
7.17 Providing and applying one coat of primer & two coat of textured mat on RE wall surface area exposed to atmosphere including preparing the surfaces by cleaning, washing, brushing, sand / grit blasting etc. complete as directed by Engineer and as per Technical Specification Clause 1900.
Sq.m 2200
Total of Bill VII
Contractor 20 MPRCL
National Highway Authority Of India Bidding Document Vol III
BOQ
Item No. Item Description Unit Total Quantity
Unit Rate (Rs.)
Amounts (Rs.)
In Figure In Words
8.01 Providing and laying 38 mm thick precast cement concrete chequered tiles of grade M-20 in cement mortar 1:3 over 25 mm thick cement concrete M-15 grade and 150 mm thick granular sub-base for constructing footpath / paved seperator / passenger platform as per drawing and as directed by Engineer.
Sqm 720
8.02 Providing tubular steel railing on preast RCC post , 1.2 m hight above ground level with 50 mm dia painted steel pipe railing in three rows on precast M-20 grade RCC vertical posts 1.8 m high (1.2m above GL) with 3 holes 50 mm dai pipe , fixed 2 meter center to center complete as per drawing.
RM 100
8.03 Providing Toll Booth buildings & administrative building including arrangement of electric supply, all electrical items like fans, lights, socket receptacles, and complete wiring, with requisite earthing, providing fire alarm and fighting system like smok as per Aditional Technical Specification SP12 and as directed by Engineer
a) Toll Booth Sqm 90
b) Administrative Building Sqm 150
c) Generator Room Sqm 22
8.04 Providing, installing and commisioning electrically operated barrier gates complete as per drawing and Technical Specifications SP12 and as directed by Engineer.
a) For 3.5 m wide toll lane No 8
b) For 5.5 m wide toll lane No 2
8.05 Providing and installing internally illuminated bollards complete including all electrical items as per drawing and Technical Specifications SP 12 and as directed by Engineer
No 10
8.06 Supplying and installing Weighing machine of weighing capacity of 40 MT of approved make and as directed by engineer.
No 2
Total of Bill VIII
BILL No.VIII: Junctions & Toll Plaza
Contractor 21 MPRCL
BOQ
Item No. Item Description Unit Total Quantity
Unit Rate (Rs.)
Amounts (Rs.)
In Figure In Words
9.01 Providing and laying Precast cement concrete kerb in M-20 grade concrete including painting as per drawings &Technical Specifications Clause 1500, 1700, 2100
RM 17246
9.02 Reinforced cement concrete M-15, 5th kilometer stone of standard design fixed in position etc. complete as per Technical Specifications Clause 800
No 4
9.03 Reinforced cement concrete M-15, kilometer stone of standard design fixed in position including painting letter etc. complete as per Specification Clause 800
No 12
9.04 Reinforced cement concrete M-15, 200 meter stone standard design fixed in position etc. complete as per Technical Specifications Clause 800
No 56
9.05 Pavement marking with hot applied thermoplastic Paint confirming to ASTM D 36/BS-3262 (Part I) as per drawings &Technical Specifications Clause 803
Sqm 7086
9.06 Painting and printing letters on kilometer stones with synthetic enamel paint etc.
complete as per MoRT & H Specification No 800
a) 5th Kilometer Stone No 2
b) Kilometer stone No 12
c) 200m Stone No 56
9.07 Supplying and fixing in position road overhead retro-reflective informatory sign boards including fixing on overhead gantry/any other overhead structure including the cost of gantry, supports and back frame etc complete as per drawing and specifications Clause 800, SP3, IRC:67 and as directed by Engineer.
For 22m No 4
Total of Bill IX BILL No.IX: Road Furnitures
Contractor 22 MPRCL
National Highway Authority Of India Bidding Document Vol III
BOQ
Item No. Item Description Unit Total Quantity
Unit Rate (Rs.)
Amounts (Rs.)
In Figure In Words
a) Traffic Safety Measures During Construction
10.01 Providing and fixing of barricades including supplying, painting with Retro- reflecrtive paint and fixing CGI sheets 24 SWG of 1.8 m height and M.S. Posts angle 40 x 40 x 5 mm at 2.0 m c/c and dismantling the same after completion of work as directed by Engineer.
a) Material and fabrication Sqm. 360
b) Erection and dismentling Sqm. 1800
10.02 Providing and fixing stand type barrier in yellow colour, having overall dimension 1000mm X 575mm X1000mm, shall be in one integral piece made out of plastic which can be filled with water or sand and shall have provision of fixing display signs of aprox 1000mmX145mm of make Cosmic or equivalent as directed and approved by Engineer.
No 10
10.03 Providing and fixing during construction sign boards with message of following description and as per IRC:67, SP-3, 2001and direction of engineer
i) Of Size 1000mm X 1000 mm No 10
II) Of dia 600mm No 20
iii)Of size 0.90 m x 0.60 m No 10
iv) of an equilateral triangle of size 90 cm. No 10
10.04 Providing and constructing speed breaker/hump before the diversion during construction with Retro-reflective solar studs (Aluminium) 300 mm C/C shall also be provided on either side of the speed breaker/hump of make Cosmic or equivalent and dismantling the same after completion of work as per SP-3 and directed by engineer
Rm 60
b) Traffic Safety Measures During Operations
10.05 Supplying and fixing of retro -reflectorised type sign boards / signs as per IRC:67 made of encapsulated lense type of reflective sheeting fixed over aluminimum sheeting 2.0 mm thick complete, with area not excedding 0.9sqm ,including vertical pipes / angles/ posts etc., all complete as per drawings &Technical Specifications Clause 800 & SP-3
a Informatory signs including facility signs, information signs, direction signs, advance direction / destination signs, route maker signs etc.
i) Road Junctions & Facility signs 900 mm x 600mm No 21
ii) Road Junctions & Facility signs 1800 mm x 1200mm No 5
iii) Advance Direction / Designation / other informatiory signs. No 23
b Cautionary signs, triangular ( size 900 mm size ) No 99
c Mandatory Signs, size (Circular 600 mm dia.) No 40
10.06 Providing & fixing circular type delinator of size made of GI Pipe 75mm dia 1.05 m long , providing and fixing reflective tape of 100 mm wide around top end etc.
complete as per Technical Specification Clause SP3
At the Interval of 100 m on Either Side of NH17B No 100
10.07 Providing and fixing aluminium casted Glove STUD of size 100 x 100 x 20 mm high with ULS reflector on one side of the studs fixed with pavement by epoxy etc.
complete as per Technical Specifications SP2and as directed by Engineer
No 2200
BILL No.X:Trafic Safety Measures
Contractor 23 MPRCL
BOQ
Item No. Item Description Unit Total Quantity
Unit Rate (Rs.)
Amounts (Rs.)
In Figure In Words
10.08 Providing and fixing Light Emitting Diodes (LED) as Traffic Blinkers at the locations as shown in drawing as per specification SP-3 and as directed by Engineer including all necessary 100mm dia MS pole, fittings, fixtures and connections from nearest Electric Pole to locations with copper armoured cable of size 1.5 sqmm-14 core and 6 sqmm- 3core etc complete.
i) Single Blinker No. 34
ii) Triple Blinker No. 10
10.09 Providing and fixing Metal -Beam Crash barrier including foundation as per drawing and Technical Specifications clause 810 or as directed by the Engineer.
Metal Beam Crash barrier (W Beam Type RM 1000
10.10 Providing and fixing Crash Barrier Reflector, Acrylic reflected in red white yellow colour of size 140mmX75mmX135mm on post of Metal -Beam Crash barrier of make Cosmic or equivalent as shown in drawing and directed and approved by the Engineer.
No. 320
10.11 Providing and Fixing speed breaker/hump of a reinforced rubber of size 200WX40H at Toll Plaza of make Cosmic or equivalent as per SP-3 and directed and approved by engineer
Rm 76
10.12 Providing and Fixing aluminium casted Solar Studs of size 122mmX132mmX75mm ( one sided LED) on either side of Speed Breaker and Zebra Crossing of make Cosmic or Equivalent as directed and approved by Engineer.
No 1400
Total of Bill X
Contractor 24 MPRCL
National Highway Authority Of India Bidding Document Vol III
BOQ
Item No. Item Description Unit Total Quantity
Unit Rate (Rs.)
Amounts (Rs.)
In Figure In Words
11.01 Supply of 10 mtr long hot dip galvanised octagonal poles with 200 mm bottom A/F
& 100 mm Top A/F made up of 3mm thick .HT sheet along with base plate of size 310X310X20mm and 1500 mm long decorative sword type double arm bracket made up of 48.3mm dia GI pipe etc. complete as per approved specifications and as directed by Engineer
No 250
11.02 Fittings No 500
11.03 Providing cement concrete for foundation and for concrete filling in 1:3:6 ratio with 20 to 25 mm.stone metal duly plastered with necessary curing for pole muffing or any other purposes concreting of 74cm,Painting-0.0845cm etc. complete as per approved specifications and as directed by Engineer
No 250
11.04 Supplying and erecting pipe type earthing with 40mm .dia 2.5mtr long'B' grade G.I pipe or 20mm dia . G.I rod buried in earth with necessary doube G.I earth wire No.8 SWG complete erected and connected to nearest switchgears/ earth terminal etc. complete as per approved specifications and as directed by Engineer
No 250
11.05 Supply and erecting commissioning of function fabrication mc- distribution board, moisture dust and warmming proof suitable for wall/floor/complete with copper busbar provision for earthing etc Distribution boards shall be provided with timer quipment along with control to be maintained within. panel timer shall be capable of energising suitable TPN,Contactor with 4 outgoing circuits,microprocessors based technology woth unmannual operation etc. complete as per approved specifications and as directed by Engineer
No 6
11.06 Junction Box No 250
11.07 supplying & erecting crimping type copper lugs conforming to I.S suitable for cable up to 25 Sq.mm evenly crimped with high pressure tool & connected to switchgear terminals with brass/cadmium plated nut bolts in an approved manner etc. complete as per approved specifications and as directed by Engineer
No 2000
11.08 supplying & erecting PVC armoured cable 1100V grade with I.S.I mark 4core 25sq.mm.stranded/solid aluminium 12 .SWG G.I earth wire etc. complete as per approved specifications and as directed by Engineer
RM 6820
11.09 supplying & erecting PVC armoured cable 1100V grade with I.S.I mark 3 core 25sq.mm.stranded/solid etc. complete as per approved specifications and as directed by Engineer
RM 5500
11.10 supplying & erecting H.P.S.V. lamp threaded type 230V,250W [SON TYPE] etc.
complete as per approved specifications and as directed by Engineer
No 500
11.11 supplying & laying (including excavation) 90 mm outside dia double wall corrugated pipes (DWC) etc. complete as per approved specifications and as directed by Engineer
RM 6820
11.12 Supplying and errecting galvanised cast iron earth plate size 60X60X0.6cms burried in specially prepared earth pit so as to keep top of earth plate 1.5mtr below ground level with 30Kg.charcoal and salty each complete with necessary length of double G.I. pipe etc. complete as per approved specifications and as directed by Engineer
No 6
BILL No.XI: Street Lighting And Electrification
Contractor 25 MPRCL
BOQ
Item No. Item Description Unit Total Quantity
Unit Rate (Rs.)
Amounts (Rs.)
In Figure In Words
11.13 Supplying and erecting approved make 63KVA 3 Phase,50c/s,oil immeresed and naturally cooled,indoor/outdoor type copper wound transformer connected delta on HV side and star on LV side with additional neutral brought out on load side,rating 11KV/0.433KV etc. complete as per approved specifications and as directed by Engineer
No 6
11.14 Providing transformer plinth of size 1.5X1.5X1.5m with necessary excavation of ground surface and placing 150mm thick 1:2:4 cement concrete raft at the bottom and top and 225mm thick wall constructed in stone mansory and remaining hallow portion shall be filled with suitable soil as per specifications and directions of Engineer
No 6
11.15 Double pole stricture for AB switch,D.O fuse with earthing,drain brond barbed wire etc complete as per approved specifications and as directed by Engineer
No 6
11.16 Supplying & erecting XLPE armoured cable for 11KV with ISI mark H.T cable 3 core 70Sq.mm .stranded alluminu wire erected on pole with 25X3 M.S.
clamp/provided trench/laid in provided pipe in an approved manner etc. complete as per approved specifications and as directed by Engineer
RM 3000
11.17 Supplying & erecting XLPE armoured cable for 11KV with ISI mark L.T cable 4 core 50Sq.mm .stranded alluminu wire erected on pole with 25X3 M.S.
clamp/provided trench/laid in provided pipe in an approved manner etc. complete as per approved specifications and as directed by Engineer
RM 300
H.T cable Termination kit & Jointing kit
11.18 Supply and erecting crimping type aluminium lugs conformig to I.S.S suitable for cable up to 70Sq.mm etc. complete as per approved specifications and as directed by Engineer
No 18
11.19 supplying and errecting crimping type aluminium lugs conforming to I.S.S suitable for cable up to 50Sq.mm evenly crimped with high pressure tool and concered to switchgear with brass/cadmium plated nut bolts in an approved manner etc.
complete as per approved specifications and as directed by Engineer
No 24
11.20 Supplying and laying (including excaviation) 120mm outside dia, double wall corrugated pipes(DWC) etc. complete as per approved specifications and as
RM 3000
11.21 supply of 30m high mast system with all its accessories. Mast shall be in three sectionss, hot dip galvanised and suitable for wind velocity as per IS 875. it shall also include accessories for high mast including head frame, steel wire rope 6 mm dia (7/19construction), traiing cable, double drum winch, galvaanised Lantern Carriage arrangement suitable for 18 luminaires symmetrically and its control gear. the mast shall have an integral power tool installed inside the base compartment.etc. complete as per approved specifications and as directed by Engineer
No 3
11.22 supply installing and commissioning of 50 KVA DG Set complete with AMF pannel of make Crompton Greaves / Kirloskar or equivalent including obtaining all necessary certificates from electrical inspector etc. complete as per technical specifications and as directed by Engineer.
No 1
Total of Bill XI
Contractor 26 MPRCL
National Highway Authority Of India Bidding Document Vol III
BOQ
Item No. Item Description Unit Total Quantity
Unit Rate (Rs.)
Amounts (Rs.)
In Figure In Words
12.01 Providing and maintaining vehicles for the Engineer and the employer including providing of driver, POL etc. as per Technical Specifications Clause 124
a) A/C Hard top passenger cars Upto 3000km per month Veh month
24
b) Extra above 3000 Km Km 500
c) Non A/C Hard top jeep 4W drive or equivalent, Upto 3000km per month Veh month
48
d) d) Extra above 3000 Km Km 1000
12.02 Supply of colour record photographs with negatives and two colour prints therefrom mounted in album as per Technical Specifications Clause 125.
No 720
12.03 Providing Reinforced Cement Concrete cushion Covering of M- 20 Grade including cost of reinforcement, concreting and shuttering over Gas - lines/ OFC lines/ water mains etc. crossing the carriageway as directed by the Engineer nd as per drawings &Technical Specifications Clause 1500,1700,1900&2100.
Cum 100
12.04
Providing & maintaining Furniture and equipments in the office of Employer &
Engineer as per Technical specification Clause 120.
a) Executive Tables No 3
b)Executive Chairs No 3
c)Tables No 6
d)Ordinary Chairs Type I No 12
e)Tables for all other staff No 4
f)Ordinary Chairs Type II No 20
g)Stools No 2
h)Steel Almirah 1980mmx915mmx485mm No 4
i)Steel Almirah 1270mmx765mmx440mm No 2
j)Steel cash Chest of Size 1.5' x 1.5' No 1
k)Air Conditioners of 1.5 ton capacity No 4
l)Desktop Computer with Printer & Accessories No 2
m)Laptop Computer No 3
n)Water Coolers with Filter No 1
o)Xerox Machine No 1
p)Fax Machine No 1
q)4 Drawer filing cabinet with visa file suspension system No 4
r)Visiting Chairs/Conference Chairs No 12
s)Tables for computer with 3 drawers, key board/mosue pull out tray No 4
t)Printer Desk No 3
u)Cell Phones No 2
v)Side Tables No 2
w)Wastepaper baksets No 12
x)4 Door Book Case No 2
y)Conference Table No 1
z)Revolving Chairs No 4
aa)Blinds/Curtains No 5
ab)Tube Lights No 5
Total of Bill XII BILL No. XII Miscellaneeous
Contractor 27 MPRCL
SECTION - 8
FORM (S)
National Highways Authority of India Bidding Document Volume III
Contractor
28
MPRCLFORM OF BID SECURITY (BANK GUARANTEE)
WHEREAS, __________________[name of Bidder*] (hereinafter called “the Bidder”) has submitted his Bid dated ___________[date] for the execution of _______________________[name of Contract]
(hereinafter called “the Bid”).
KNOW ALL PEOPLE by these presents that We ________________________[name of Bank] of ______________[name of country] having our registered office at ______________________ [address]
(hereinafter called “the Bank”) are bound unto _______________________[name of Employer]
(hereinafter called “the Employer”) in the sum of ______________________
34for which payment well and truly to be made to the said Employer the Bank binds himself, his successors, and assigns by these presents.
34
The bidder should insert the amount of guarantee in words and figures denominated in the currency of the Employer’s country or an equivalent amount in a freely convertible currency. This figure should be the same as given in IFB. The attention of joint venture bidders is drawn to Clause 17.3 of the Instruction of Bidders.
SEALED with the Common Seal of the said Bank this day of 20 THE CONDITIONS of this obligation are:
(1) (a) if the Bidder withdraws his Bid during the period of Bid validity specified in the Form of Bid;
or
(b) if the Bidder refuses to accept the correction of errors in his Bid;
or
(2) if the Bidder, having been notified of the acceptance of his Bid by the Employer during the period of Bid validity;
(a) fails or refuses to execute the Form of Agreement in accordance with the Instructions to Bidders, if required; or
(b) fails or refuses to furnish the Performance Security, in accordance with the Instruction to Bidders;
Note: * In the case of JV, please state “Joint Venture consisting of ………….. and ……….” [please state the names of all the partners]
we undertake to pay to the Employer up to the above amount upon receipt of his first written demand, without the Employer having to substantiate his demand, provided that in his demand the Employer will note that the amount claimed by him is due to him owing to the occurrence of one or both of the two conditions, specifying the occurred condition or conditions.
This Guarantee will remain in force up to and including the date 45 days after the date of expiration of the Bid
Validity deadline for as stated in the Instructions to Bidders or as it may be extended by the Employer, notice
Contractor
29
MPRCLof which extension(s) to the Bank is hereby waived. Any demand in respect of this Guarantee should reach the Bank not later than the above date.
DATE SIGNATURE OF THE BANK
WITNESS SEAL
[signature, name, and address]
National Highways Authority of India Bidding Document Volume III
Contractor
30
MPRCLLetter of Acceptance
[on letterhead paper of the Employer]
Date. . .
To: . . . name and address of the Contractor . . .
Subject: . . . Notification of Award Contract No. . . .
This is to notify you that your Bid dated . . . . date . . . . for execution of the . . . .name of the contract and identification number, as given in the Appendix to Tender . . . for the Accepted Contract Amount of the equivalent of . . . .amount in numbers and words and name of currency . . . ., as corrected and modified in accordance with the Instructions to Bidders is hereby accepted by our Agency.
You are requested to furnish the Performance Security within 15 days in accordance with the Conditions of Contract, using for that purpose of the Performance Security Form included in Section VIII (Contract Forms) of the Bidding Document.
Authorized Signature: ...
Name and Title of Signatory: ...
Name of Agency: ...
Attachment: Contract Agreement
Contractor
