Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Metal Fabrication
Eprocure
Opening Date15 Jul 2020
Closing Date22 Jul 2020
Tender Amount₹ 2,30,44,052
Costs
EMD
₹ 2,38,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CEMAH_96700_25Bid Award Id
ViewTender No
01/2020-21Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required.
945.12
-
107
Providing concrete for plain cement concrete M-15 in foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203.
143.38
-
5887.65
Providing and laying R.C.C. M-30 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204
563.71
-
7516.45
Rubble filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9
21.26
-
1404.25
Providing concrete for reinforced cement concrete M-30 in foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203.
312.51
-
7191.75
Supplying fitting, and placing TMT bar reinforcement in foundation complete as per drawing and technical spcifications Clauses 1000 & 1202
24.93
-
74702.45
Providing and laying P.C.C. M-25 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204
84.73
-
7183.8
Supplying fitting, and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawing and technical spcifications Clauses 1002, 1005, 1010 and 1202
13.32
-
74898.65
Providing and laying filter media with granular crushed aggregates as per specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment , wing wall , return wall to the full height compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
158.9
-
1646.35
Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8
228.99
-
2528.3
Providing weepholes in plain 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
68
-
141.55
Providing and laying cement concrete Wearing Course M-30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
28.88
-
7867.8
Supplying fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical spcifications Clauses 1002,1010 and 1202
26.15
-
76235.15
Providing and fixing in position railing consisting of IS Rolled steel joist posts designation IS MB 100 (100 x 75) at 2.5 m interval and three rows of 50 mm dia steel pipes ( light ) including fixing in position on bridge deck complete as per drawing and technical specification Clause 1208.2
168.1
-
1564.7
Providing tar paper bearing of approved quality in proper size etc. complete.
152.96
-
16
Expansion Joint with 25mm thick bituminous pad
44.96
-
766.1
Providing and fixing Granite / Marble tablet of 15mm to 18mm thickness, including making groove in wall / concrete surface filling joints with slurry, curing, polishing, rounding edges, as required cleaning etc. complete. of size and description as per detailed drawings including embosseing & fitting in 1:2 C.M. border.
1.08
-
4872
Sand Filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9
432.71
-
2177.85
Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete as per drawing and technical specifications Clause 1301
508.32
-
5975.7
Providing and laying reinforced cement concrete M-30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
309.43
-
8083.8
Providing pressure relief pipes 100 mm dia. In bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7
35
-
587.3
Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201
0.18
-
18929.65
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.50m and lead upto 50m as per Technical Specification Clause 302.3
67.53
-
76.5
Construction of embankment with approved material deposited at site from raodway cutting and excavation from drain and foundation of other structures with all lead and Lift graded and compacted to 95% P.D. meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
1971.19
-
43.35
Granular sub-base with Well Graded Material (Table 400.1) By mix in Place Method. Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401
26.8
-
1519.35
Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Grading-2 specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
9.23
-
2284.45
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 Kg / sqm using mechanical means as per Technical Specification Clause 502
120
-
36
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 Kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
120
-
10.65
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of required grade of aggregate as per specification either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat as per Technical Specification Clause 506
120
-
156.15
Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, as per Technical Specification Clause 508
120
-
75.65
Providing and laying filter material undermeath pitching in slopes complete as per drawing and Technical Specification Clause 1302
55.28
-
2213.95
Providing and laying pitching on slopes laid over prepared filter media as per drawings and technical specifications Clause 1302
110.56
-
1451.2
Providing random rubble masonry in cement morter 1:5 in construction of toe walls for protection of slopes as per drawings and technical specifications Clause 1302.5
30
-
4776.75
Reinforced cement concrete M-15 grade Boundary Pillar/ Local Stone of standard design as per IRC: 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704.
220
-
531.55
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
1
-
18013.7
Providing and fixing a typical PMGSY Citizen information board as per specifications provided on detailed drawing of NRRDA having size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in concrete block of 60 x 60 x 75 cm size . Information as provided in drawing of NRRDA shall be displayed on a CR/ GI sheet of appropriate thickness and fixed at steel frame with 5mm steel plate. All lettering and printing arrows border etc. will be painted with ready mixed synthetic enamel with ready mixed synthetic enamel paint of superior quality in required shade and clolured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat epoxy paint as per drawing
1
-
14100
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