Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Eprocure
Opening Date22 Jul 2019
Closing Date30 Jul 2019
Tender Amount₹ 11,74,04,415
Costs
EMD
₹ 23,48,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEAR_73745_1Bid Award Id
ViewTender No
AR0104008Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
(3) Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
27
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Granular Sub base with Graded Material (G-I)
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ByMix in Place Method
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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 three wheel 80-100 kN static roller capac
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For Grading I Material
13151
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WBM Grading-III
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, a
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A) By Manual means
4495.05
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Earthen Shoulders
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as
7370.48
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Prime Coat (Medium porosity)
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Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface grangular base i/c cleaning of road surface and spraying primer @ 0.90 - 1.20 kg/sqm using mechanical means as per technical specification clause 502.
59934
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Tack Coat
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Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion distributor @ 0.25 to 0.30 kg/sqm on prepared dry and hungry bituminus surface cleaned with hydraulic broom as per technical specification clause 503.
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ii) Bitumen S-65
59934
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20 mm thick open graded primix carpet using bitumineous binder.
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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
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Case - I) By Manual means
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II) Bitumen ( S-65)
59934
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Seal Coat
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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
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A. By Manual means
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Case - II :- Type B
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(ii) Bitumen (S-65)
59934
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[II] - Hume pipe Culvert 1000 mm Dia, Trapezoidal Shaped Side Drain & GAVION WALL
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Excavation for Structures
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Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with suitable excavated material.
1980.05
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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 a) Nominal mix 1:3:6
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P.C.C grade M 10
291.6
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Bedding for Pipe
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Type B ( First Class ) Bedding
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Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)
21.6
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Providing and Laying Reinforced Cement Concrete Pipe 1000 mm NP3 as per design in Single Row
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Providing and laying reinforced cement concrete pipe1000 mm NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling,bedding for pipes, concrete and masonry works in head walls and parapets Clause 1106.
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(B)1000 mm dia
37.5
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Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clause 1109
(A) In 1:4 cement mortar
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Coursed rubble masonry ( 2nd sort )
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In 1:4 cement mortar
96.66
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Stone Masonry in cement mortar for substructure complete as per drawing and technical specification Clauses 702, 704, 1202 and 1204
(iii) In 1:5 cement mortar
75.12
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Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303
I. Rubble stone laid in cement mortar 1:3
14.76
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Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303
III. Brick on edge laid in cement mortar (1:3)
2.94
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Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
7.32
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
In 1:4 cement mortar
433.92
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Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling
20.82
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
138.96
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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
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I . RCC grade M 20
3.84
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Cement Plaster 15 mm thick 1:4 on stone masonry
4632
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
102
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Providing and laying wire created boulder structures boulder size 22.5 cm to 45 cm having 25 kg average weight for each i/c dumping/laying in S.W.G. Wire mesh of 10 cm x 10 cm (woven diagonally) 4mm dia i/c packing with small size stone spalls and carrying of boulders from a lead of 50 mtr and lift up to 1.5 mtr i/c lying properly the mesh by cutting the mouth and hoisting of wire where felt necessary as per direction of Engineer-in-Charge technical specifications Clause 1301. ( Based on SDB Rural Road Chapter-14, Item No.14.2)
318.38
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[III] PROVIDING SIGN @ LOGO, ROAD FURNITURE etc.
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Road furniture
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Printing New Letters and Figures of any Shade
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Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701
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English and Roman
8000
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Kilometre Stone
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
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a) Ordinary Kilometer Stone (Precast)
18
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b) 5th Kilometer Stone (Precast)
3
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Providing and Fixing 'Logo' of PMGSY Project
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a) Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm 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 75 mm 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
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b) Maintenance Sign board
1
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Safety Devices and Signs in Construction Zones
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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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a) Men at work
10
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b) Stop
10
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Providing & Fixing of Citizen Information Board of PMGSY project (RCC'A"
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Provoding & Fixing of typical PMGSY Citizen Information Sign Board with Logo as per MoRD specification and attached drawing . Two MS plates/ Boards of 1.6 mm thick, duly welded with MS flat iron cleat 50 mm x 50 mm Size on back on edges. Top and Bottom plate will welded to 2 nos 75 mm tubes posts duly embeded in cement conrete M - 15 grades blocks of 600 x 600 x 750 Cm below ground level. 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. The rate inclusive of all materials, fitting and fixing at site etc. and one no maint. sign board.
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SH:- 5 - Years Maintenance
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First Year Maintenance
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1166000
Second Year Maintenance
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1655000
Third Year Maintenance
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2351000
Fourth Year Maintenance
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4656000
Fifth Year Maintenance
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5348000
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