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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-AOC NO 3 131 BALAJI STREET INDIAN BANK COLONY NARAYANAPURAM MADURAI 625 014 | MADURAI | TAMIL NADU | 625014 | L1 | Accepted-AOC L1 | |
| 2 | L2₹6.9 L+₹30,346 (4.60%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹6.6 L
EMD Value
₹6,604
Closing Date
29 Nov 2024, 3:00 pmClosed
Commissioner Madurai Corporation
Aringar Anna Maligai
Providing tar patch work at Vakkil new street north veli mela marat veethi parameswaram pillai veethi in ward 51,55
2024_MAWS_500963_1
E7 / Est.No. 684 / 2024 -25
Open Tender
Civil Works
Lump-sum
60 days
Madurai
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹6,604
20 Jan 2025
14 Nov 2024
29 Nov 2024
14 Nov 2024
29 Nov 2024
14 Nov 2024
Amount
Preparing the Existing surface to laying the road to proper Gradient and remove the loose soil with out damage the water supply pipe . The rate including of all charges success earth work and remove the same 2km away from the site etc complete as per specifications.
Providing and laying, spreading and compacting 0.396m3 of 45-22.40mm & 0.528m3 of 22.40-2.36mm & 0.396m3 of 2.36mm and below metal stone aggregate to Wet Mix Macadam (WMM) specification including premix the materials with water at OMC in machanical mix plant carriage to mixed materials by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clause 406 of MORTH specifications.
Provding and Laying Prime coat of 7 Kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev V specifications R.D 23-24 P.No.11
Providing and laying tack coat of 2.50 kgs/10 sqm over the prime surface treated with binder using 2.5 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charger for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev V Specifications R.D 23-24 P.No.11
Providing laying Bituminous Concrete to 30mm / 40mm thick using 0.13cum of 19.00-9.50mm 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30kgs of VG 30/VG40bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, 10sqm including cost adn coveyance of all materials to CMP site heating the bitumen and aggregate to required temperature and mixing them in required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity conveying the mix by tipper trucks to paver site spreading the mix to uniform thickness 40mm with mechanic paver to the specified grades and cross section and consolidated by 8-10 ton vibratory / Pneumatic roller to the required density etc inclluding labour attaending to Paver to site etc. including hire charges for 20-30 CMP with bitument bitumen Boiler tipper truck, Paver finisher / 9m Paver finsiher vibratory / Pneumatic rooler and all other tools and plant required including fuel all other incidential charges etc complete as per Specification using CMP as Per clause 507 of MORTH Rev5
Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10cum
Plain Cement Concrete 1:2:4 (one cement, two fine aggregates and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification P-27
Construction of manhole at various depth to invert including earth work excavation as per SS 20B laying cement concrete 1:3:6 , using 40mm jelly for foundation , sinking well kerp below GL for 4.50m depth and above pumping ,timbering charges for 2.50m depth and stock brick work in CM 1:3 , for 23cm wall and plastering interior with CM 1:3 , 12mm tk laying plain cement concrete 1:3:6, using 12 to 20mm jelly fixing to frame , providing CI steps , manhole refilling the trenches with quarry dust etc, complete for the follow size for earth manhole ( as per the type design drawing for manholes).1.00m depth
Supply of PVC Specials 160 mm PVC Pipe TWAD P-20
160 mm G.I. Coupling TWAD P-25
160 mm G.I. Bend TWAD P-25
Add GST 18%
S R B CONSTRUCTION (BID ID -1191680)
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