Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Eprocure
Opening Date4 Feb 2019
Closing Date18 Feb 2019
Tender Amount₹ 5,83,00,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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ii. 3.00m to 6.00m depth

331.5

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Upto 3m depth

331.5

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Providing concrete for plain/Reinforced concrete in open foundation complete as per drawings and technical specifications clause 802,803,1202 & 1203 PCC M15

16.58

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Providing concrete for plain/Reinforced concrete in open foundation complete as per drawings and technical specifications clause 802,803,1202 & 1203 . RCC M25

195.76

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Providing concrete for plain cement concrete in open foundation complete as per drawings and technical specifications clause 1500,1700 & 2100 of MORTH Specification E.PCCM15

41.04

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Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specification clause 1000 and 1002

15.33

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SH: Sub Structure

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Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications clause 804,806,807,1202 & 1204. i. For height upto 5.0m to 10m

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RCC M-25 Grade

230.52

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Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

31.65

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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment,wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

160

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SH: Super Structure

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Supplying , Fabrication, fixing in position, launching in position, painting etc. all complete for Structural Steel Truss (Fy=250N/mm^2) including splicing,weilding,bolting etc. all complete as per drawing and Technical specification at section 1900 of MORT&H Specification.

240

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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. ii. Height 5.0m to 10.0m

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ii. RCC M-25

112.11

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Supplying, fitting and placing un-coated TMT bar reinforcement in Super Structure complete as per drawing and technical specification clause 1002,1010 and 1202

19.31

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Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be cast steel/fabricated structure steel, metal and elastomer elements to be as per IRC:83 parts I & II respecitvely and other parts conforming to BS 5400 sections 9.1 & 9.2 and clause 2006 of MORT&H specifications complete as per drawing and approved Technical specifications (Rocker cum Roller Bearing)

640

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Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications of clause 800 and 1206.3

33.33

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Providing, fitting and fixing mild steel railing complete as per drawing and technical specificatin clause 1208.2

182.2

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Providing and laying of elastomeric slab seal expansion joint complete as per approved drawing and specifications to be installed by manufacturer or their authorised representatives ensuring complience to the manufacturer"s instructions for installation and as per technical specifications clause 1207.2.5

12

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Drainage spouts complete as per approved drawings and technical specifications clause 1209

28

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PCC M15 ordinary grade (1:2.5:5) in levelling course below approach slab complete as per drawing and technical specifications clause 800 and 1211

4.56

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Reinforced cement concrete M-25 Grade Approach Slab including reinforcement and form work complete as per drawing and technical specification clause 800 and 1211

13.95

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SH: Protection work:

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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause1302. I. Stone/Boulder

176

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Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications Clause1302

176

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Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS 280 and IS 4826 in 100mmX100mm mesh ( woven diagonally ) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25 KG each as per drawing and technical specifications clause 1301.

408.19

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SH:- 5 Year Maintenance

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First Year Maintenance

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529968.31

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Second Year Maintenance

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794952.47

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Third Year Maintenance

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1059936.62

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Fourth Year Maintenance

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1324920.78

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Fifth Year Maintenance

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1589904.93



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