Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date2 Feb 2019
Closing Date13 Feb 2019
Tender Amount₹ 14,43,09,000
Costs
EMD
₹ 28,86,180Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEAR_73338_1Bid Award Id
ViewTender No
AR0301063Tender 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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Pavement
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EARTHEN SHOULDER Construction of sub-grade 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 per Technical Specification Clause 303.1.
12839.43
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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 Clayse 401.4 as per Technical Specification Clause 408. (i) For Grading-I Materials
17038.41
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SUB-HEAD:- WBM Grading-III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN in static roller in stages to proper grade and camber, applying and brooming, stone screening to fill-up the intersties of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405 i) By Manual Means
5831.17
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SUB-HEAD:- Prime Coat (Medium porosity): Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface granular 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.
77748.92
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Tack Coat Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion distributor @ 0.20 to 0.25 kg/sqm on the prepared bituminus surface cleaned with hydraulic broom as per technical specification clause 503.
77748.92
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20 mm 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. 1. by manual means (Bitument S-90)
77748.92
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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 (by manual means Bitumen S-90)
77748.92
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Cross Drainage
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Earthwork in excavation for foundation of structures upto 3 m depth 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 approved material.
408
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Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
22.31
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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 20 Nominal mix (1:2:4)]
9.6
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Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
19.9
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Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109 [In 1:4 cement mortar]
200.17
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. [1000 mm dia]
30
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
10.37
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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
96
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Providing and laying filter media with granular crushed aggregates as per specification 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
61.48
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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 design mix RCC M 20]
17.12
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Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
13.74
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Protection Works
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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.
120
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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
750
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Traffic Sign and Road Appertance
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing .Three MS plates of 1.6mm thk.top and middle plate duly welded with MS flat iron 25mmx5mm size on back on edges. The lower plate will be welded w
2
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Kilometre stone : Reinforcement cement concrete M15 grade kilometre stone/local stone of standard design as per IRC -8 fixing in position including painting etc as per drawing and technical specification Clause 1703
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5th Kilometere stone precast
7
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Ordinary Kilometre stone (precast)
28
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200 m stone (precast)
175
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CRM side Drain: Construction of CRM side drain 15cm thick both side wall height 0.32cm in 1:4 CM with hardstone, cc base in M10(cc 1:3:6) 15cm thick i/c inside pointing in cement morter 1:4 i/c earthwork complete as per drawing and direction of engineer incharge.
3050
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MAINTENANCE 5YEARS
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1st Year Maintenace
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3498026.22
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2nd Year Maintenace
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4104413.97
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3rd Year Maintenace
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4161425.45
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4th Year Maintenace
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4703451.78
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5th Year Maintenace
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5468685
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