Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date23 Jun 2020
Closing Date20 Aug 2020
Tender Amount₹ 96,25,000
Costs
EMD
₹ 1,93,000Document Cost
₹ 8,000Tender Fee
Refer Documents
Summary
Road From Nh-52 To Telam Camp(2.17 Km)
Description
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Contact
Tender Id
2020_CEAR_95175_1Bid Award Id
ViewTender No
AR21/48/263833Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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P.M.C
Prime Coat (High porosity)
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 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.
8542.5
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Tack Coat
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503.
8542.5
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20mm thick open graded primix carpet using bitumineous binder.
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates 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 of either Type A or Type B or Type C as per Technical Specification Clause 508.
Case - I By Manual Means
ii) Bitumen (S-65)
8542.5
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Seal Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
Case - I By Manual Means
ii) Bitumen (S-65)
8542.5
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CROSS DRAINAGE(1.50 m 2 nos)
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
I. Ordinary soil
(i) Upto 3 m depth
148.82
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
P.C.C grade M 10
i) Nominal mix 1:3:6
17.14
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
a)Coursed Rubble msonary (first sort) In 1:3 cement mortar
83.72
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b) Coursed rubble masonry (2nd sort)In cement mortar 1:3
46.18
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (i)Sandy materials
14.76
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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
56
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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
R.C.C grade M 20 For nominal mix 1:2:4
6.14
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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 R.C.C M 25
6.56
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Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11
18.4
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
0.74
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White washing of parapet walls of CD work and tree truncks
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
17.5
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Trapezoidal Shaped Side Drain ( As per IRC SP-48-1998 Hill Road Manual )
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
137.03
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
P.C.C grade M 10
i) Nominal mix 1:3:6
27.41
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
III) Random rubble masonry i) In cement mortar (1:3)
43.12
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Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
378.8
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Unlined Trapezoidal Shaped Side Drain
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
A) Manual Means (i) Surface Drains in Soil
1568.42
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(ii) Surface Drains in Ordinary Rock
276.78
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Road Furniture
Providing and Fixing Citizen information Board of PMGSY Project(RCC)"A"
Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint.
1
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Safety Devices and Signs in Construction Zones
Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone, approach transition zone, working zone and terminal transition zone with a minimum distance of 2-3 m from the edge of the carriageway. The bottom edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 600 mm x 600 mm x 6 mm angle iron post, founded and installed as per approved design and drawings, removed and disposed of after completion of construction work, all as per IRC:SP:55-2001.
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Men at work
6
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Road narrow
4
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Un-even road
3
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Slippery road
3
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Diversion
4
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Do not enter
3
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Slow
1
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Speed limit
6
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Routine Maintenance
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First Year
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Second Year
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Third Year
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Fourth Year
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Fifth Year
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GST
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Add GST @ 12%
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