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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC 1 77 CHINNANADUPATTI SIKKANNAMPATTY OMALUR SALEM 636455 | SALEM | SALEM | TAMIL NADU | 636455 | ₹1.0 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹1.0 Cr+₹1.3 L (1.27%)Rejected-Finance CHINNAPPAMPATTI PO OMALUR TK SALEM DT | ₹1.0 Cr+₹1.3 L (1.27%) | L2 | Rejected-Finance Rejected |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
3 Aug 2024, 6:00 pmClosed
Executive Officer, Nangavalli Town Panchayat
Executive Officer, Nangavalli Town Panchayat, Salem District 636454
Providing BT Road W No 2 Palakkaranur Kattuvalavu W No 4 Karattupatti Main Road Main Cross Street, Palakanur Cross Street, W No 14 Samattiyur To Tharamangalam Main Road Cross Street And W No 15 Samattiyur Kattuvalavu in Nangavalli Town Panchayat
2024_DTP_466262_1
28-2024
Open Tender
Civil Works - Roads
Works
Nangavalli Town Panchayat Limit
Providing BT Road W No 2 Palakkaranur Kattuvalavu W No 4 Karattupatti Main Road Main Cross Street, Palakanur Cross Street, W No 14 Samattiyur To Tharamangalam Main Road Cross Street And W No 15 Samattiyur Kattuvalavu in Nangavalli Town Panchayat
2 documents required · 2 mandatory
₹0
₹2.4 L
Yes
12 Nov 2024
25 Jul 2024
5 Aug 2024
25 Jul 2024
3 Aug 2024
25 Jul 2024
Amount
Earth work open excavation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. complete. Complying with Standard Specifications as per SS 20 B TNDSS No. 23 & 24 V,VI,S2
Construction of Granular Sub-base by providing close graded material,mixing in a machanical plant at OMC,carriage of mixed material to work site,spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to acheive the desired density,Complete as per clause 401.
Collection,supply and filling of Well gravel from approved quarry to work site and stocking to the Departmental gauge for premeasurement as directed by the Departmental Engineer, to required depth not more than 15cm depth including cost and Conveyance of all labour charges etc., complete
Providing, laying, spreading and compacting wet mix macadam with clean, crushed, graded aggregates and granular material and finished in accordance with the requirements of the specifications and thickness as per approved plans or as directed by the Engineer. as per as per standar specification MORTH IV 406
Providing and laying Prime Coat over WMM surface using 7Kgs of Bitumen emulsion SS I for 10sqm including labour charges for preparing the surface and applying the required quantity of bitumen as teak coat etc., complete.
Providing and laying Tack coat over WMM surface treated with prime coat using 2.5kgs of Bitumen’s VG 30 for 10sqm including labour charges for preparing ;the surface and applying the required quantity ofl bitumen as teak coat etc., comple.
Providing and laying 50mm Consolidated thick Dense Bituminous Mecadam using 0.24 cum of 26.50 – 13.20 mm Graded metal and 0.25 cum of 13.20 – 2.36 mm Grade metal and 0.23 cum of 2.36 mm & below with 53.20 kgs of 60/70 Grade Bulk bitumen for premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates to 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 of 50 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M, Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 505 of MORTH Rev-5
Providing and laying Bituminous Concrete 30mm Consolidated thick using 0.13 cum of 19.00 – 9.50mm,0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 mm & below with 50.30 kgs of 60/70 Grade Bulk bitumen for premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates to 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 of 40 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M, Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 507 of MORTH Rev-5.
MS Chinnakannu and Co (BID ID -1098139)
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