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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.6 CrAccepted-AOC | ₹9.6 Cr Quoted ₹9.7 Cr | L1 | Accepted-AOC Lowest Tenderer |
| 2 | Rejected-Technical | - | - | Rejected-Technical as per TAC approval on 18.10.2023 |
| 3 | Rejected-Technical NO 11 ANNAI VELANKANNI STREET KAMARAJ NAGAR PUDUCHERRY 605 011 | PONDICHERRY | PUDUCHERRY | 605011 | - | - | Rejected-Technical as per TAC approval on 18.10.2023 |
| 4 | Rejected-Technical CHENGALPATTU TAMIL NADU | CHENGALPATTU | TAMIL NADU | 600043 | - | - | Rejected-Technical as per TAC approval on 18.10.2023 |
Tender Value
₹9.8 Cr
EMD Value
₹5 L
Closing Date
3 Oct 2023, 3:00 pmClosed
Special Chief Engineer,
Superintending Engineer, WRD., Vellar Basin Circle, Cuddalore-1
Providing Flood Monitoring Road at Coleroon River Left Bank bund from LS 139.400km to LS 152.655 in Chidambaram Taluk of Cuddalore District
2023_WRD_372039_1
06 VBC, Cud / 2023-24 / Dt.20.09.2023
Open Tender
Civil Works
Item Rate
365 days
Chidambaram Taluk of Cuddalore District
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹5 L
1 Feb 2024
21 Sept 2023
4 Oct 2023
21 Sept 2023
3 Oct 2023
22 Sept 2023
Amount
Picking 5cm to 10cm old metalled surface and sectioning
Construction of granular sub base by providing close graded Material, mixing in a mechanical mix plantat 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 achieve the desired density, complete as per clause 401
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base / Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
Providing and laying Prime Coat over WBM / WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction overit, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5.
Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50 - 13.20mm, 0.25cum of 13.20 - 2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMPsite, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20 -30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm using paver to the specified grade sand cross section sand compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20 - 30 ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller sand all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5.
Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5
Providing and laying Bituminous Concrete to 30/40 mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36 mm and 0.26cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min 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 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 tone CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5.
Providing and laying of Gravel including cost and conveyance of the same to work site from approved quarry including stacking the same to departemental gauge for premeasurement including all labour charges for laying, spreading, including all hire and fuel charges for power roller for compaction, etc., complete and as directed by the departmental engineers for making up of low berms.
Earth work in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machinery and tippers including benching, formation of bunds, breaking clods, sectioning etc., including conveyance of earth with a lead of 12 KMMR.
GST 18% IN FIGURES
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