Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date28 Sep 2018
Closing Date3 Nov 2018
Tender Amount₹ 1,27,78,000
Costs
EMD
₹ 2,55,560Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CEASM_69454_1Bid Award Id
ViewTender No
ACEH/TECH/CS/1/2018-19/6Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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 ofT able 300.2 with lead upto 1000 m as per technical Specification Clause.303.1.
5797.08
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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 smooth wheeled roller to achieve the desired density, complete as per Technical Specification Clause.401.
540.51
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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, applying and brooming stone screening / binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density as per Technical Specification Clause.405. Grading-II
622.81
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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, applying and brooming stone screening / binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density as per Technical Specification Clause.405. Grading-III
913.6
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface at the rate of 0.70 - 1.0 Kg/Sqm using mechanical means as per Technical Specification Clause.503.
25089.21
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Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg/ sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause.503.
23401.71
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Providing laying and rolling of open graded premix carpet using Bituminous (Penetration grade/modified Bitumen) Binder.
Providing laying and rolling of open graded premix carpet of 20mm 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 coarse 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 grade to be followed by Seal Coat of either Type A or Type B or Type C as per Technical Specification, Clause.508.
25089.21
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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.
27152.21
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Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over alluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and technical specification Clause.801.
(v) 90cm equilateral triangle.
11
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Traffic sign 80 cm x 60 cm rectangular.
11
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Traffic sign 60 cm x 45 cm rectangular.
11
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Km - 5th km stone (precast).
2
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Km - Ordinary km stone (precast).
9
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Km - 200m stone (precast).
44
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Providing and fixing LOGO of PMGSY Project.
2
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Earthwork in excavation for structure as per Drawing and Technical Specification Clause.305.1 includingsetting out, construction of shoring and bracing, removal of stumps and other delaterious material and disposal upto a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated suitable material.
860.16
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Filling in foundation trenches as per drawing and technical specification clause.305.3.9
657.19
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Plain cement concrete M-10 (1 ;3;6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specifications Clause.1109.
174.25
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Providing and laying reinforced cement concrete pipe NP-3 for culverts on 1st class bedding of granular material in single row including collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in Head walls and parapets Clause.1106.
1000mm dia.
30
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-
Stone masonry work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clause.1109.
715.96
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Plastering with cement mortar (1:4) 15mm thick on brick work in substructure as per Technical Specification Clauses.613.4 & 1204.
2132.8
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Routine Maintenace First Year
10.45
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Routine Maintenace Second Year
10.45
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Routine Maintenace Third Year
10.45
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Routine Maintenace Fourth Year
10.45
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Routine Maintenace Five Year
10.45
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