Pradhan Mantri Gram Sadak Yojana Tender
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The PMGSY has issued a formal invitation for competitive bids for the Pradhan Mantri Gram Sadak Yojana project, for Construction Of Road From Nh-39 Neperpatty To Balijan (pmgsy Balance Work) Road (including Rcc Bridge Approach Protection Work) For The Year 2019-20 in Marigaon, Assam, with an estimated contract value of Rs. 1,06,58,000. The bid opening date for this tender is 27-12-2019 and the last date for bid submission is 02-01-2020. Interested bidders for Pradhan Mantri Gram Sadak Yojana tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 2,13,200Document Cost
₹ 3,200Tender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEASM_86407_35Bid Award Id
ViewTender No
No. CE/SOPD/PMGSY/ADB/02/2018-19/2Tender 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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Providing and fixing retro reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting. 1.5mm thick supported on a mild steel angle iron post 75mm x 75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing
1
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26574.0639
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Kilometre Stone 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
ii) Ordinary Kilometer Stone (Precast)
2
-
2807.5242
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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 aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
2) Grading -II (A) By manual means (c using screening type -B) 11.2mm agg
362.058
-
4392.33
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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 and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
i) Low Porosity
4687.5
-
53.873999999999995
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Providing and fixing of retro refectories cautionary mandatory and informatory sign as per drawing and Technical Specifications Clause 801
i) 60 cm equilateral triangle
3
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4670.2116000000005
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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 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.
4687.5
-
223.15890000000002
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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 per Technical Specification Clause 303.1.
(i) Private Land
3750
-
352.149
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Providing and laying seal cvoat sealing the voide in bituminous surface laid to the specified levels, graded and cross fall using bitumen emulsion
By manual means, Case-I: Type A, Crumb Rubber Modified Bitumen
4687.5
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90.7617
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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
(i) Private Land
5000
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283.638
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Kilometre Stone 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
iii) 200m stone (precast)
6
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728.9840999999999
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Providing and laying filter material underneath pitching in slopes for embankment protection complete as per drawing and technical specification
90
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2887.4865
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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 wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
A) By Mix in Place Method
ii) For Grading II Material
604.169
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2785.1382000000003
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Boulder apron laid on river bed for protection against scour with stone/boulders weighing not less than 40 kg each complete as per drawing and technical specification
140
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2388.1311
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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 aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
Grading -III (B) By manual means (c using screening type -B) 11.2mm agg
362.058
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4432.3665
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