Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date31 Jul 2024
Closing Date6 Aug 2024
Tender AmountRefer Documents
Costs
EMD
₹ 62,400Document Cost
₹ 600Tender Fee
Refer Documents
Summary
Permanent Restoration Of Road From Sarthingle To Katyara By Way Of Construction Of Renewal Coat And Constt Of R/wall B/wall Drain Crates And Repair Of Scuppers Package No Jk04183
Description
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Contact
Tender Id
2024_JKRRD_135752_6Tender No
ENIT 09 OF 2024-25 OF PMGSY DIVISION DODATender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
b. PCC Grade M20 Nominal Mix 1:2:4 incl. All leads and lifts
3.8
28547
7512.48
Providing & laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm * 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone bouljders wighing not less than 25 kg each as per drawing and technical specifications clause 1301
207.36
616694
2974.03
Providing and laying of MS pipes 300 mm dia and 6.00 m long for cross drainages in different KMs for the cultivation of land.
8
32000
4000
The maintenance of drains include erosion, repair, clearing, clening, reshaping, regaridng, deepening of side drains as well as catch water drains as per technical specification clause 1907
3000
15600
5.2
Sacrifying the existing bituminous road surface to a depth of 150 mm and disposal of scarfied material with a lift upto 3m and lead upto 1000 m as per technical specification clause 301.4
187
2874
15.37
Water Bound Macadam (G-II) Providing, laying, spreading and compacting stone aggregatees of specific sizes to water bound macadam (WBM) specification inluding spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN stages to proper grade and cambver, applying and brooming, stone screening to fill-up the interstices of coarsse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechmnical Means.
14.03
32587
2322.7
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500.4 premixed with bituminous binder, trasported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
46.75
464122
9927.75
Providing and applying Primer coat with bitumen emuylsion (SS-1) on prepared surface of granular base including cleaning of road surface and sprayin g primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 (Low Porosity) (including all carriage, handling and rehandling of material complete)
935
90068
96.33
Providing and applying tack coat with Bitumen emulsion (Rs -1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the preopared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical specification Clause 503.
3740
79736
21.32
Providing laying and rolling of open-graded premix carpert of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregatees either using penetration grade bitumen or emulsion to required line, grade and level to serveds as wearing course on a previously prepared base, includingmixing 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 byb seal coat of either Type A or Type B or Type C as per Ttechnical Specification Clause 508. by mechanical means using Bitumen (S-90) (including all carriage, handling and rehandling of material complete)
3740
788616
210.86
Providing and laying seal coat sealing the voids in abituminous surface laid to the specified levels, grade and cross fall using Tuype A, Type B and Type C as per Technical Specification Clause 510 (Type B) Bitumen S-90
3740
357731
95.65
The earthen shoulder construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to the site, spreading, grading to required slope and compacting to meet requirements of Tables 300.1 and 300.2 with lead upto 1000 m as per Technical Specification Clause 301.5
150
67752
451.68
Slip clearance in mixed soil i.e. ordinary soil, soil mixed with moorum/Kankar/shingle/boulders & decomposed rocks by blasting or any other means including safe disposals as per the direction of the engineer in charge at site without damaging any public private property
66
21855
331.15
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