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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹63.1 LAccepted-AOC | 1 | Accepted-AOC Work Order | |
| 2 | 2₹66.3 L+₹3.2 L (5.15%)Rejected-Finance | 2 | Rejected-Finance 6630298 | |
| 3 | 3₹67.7 L+₹4.6 L (7.37%)Rejected-Finance DOOR 122A THAMARAINAGAR THIRUVANNAMALAI PANCHAYAT SRIVILLIPUTTUR TK 626125 | VIRUDHUNAGAR | TAMIL NADU | 626125 | 3 | Rejected-Finance 6630298 | |
| 4 | 4₹71.1 L+₹8.1 L (12.8%)Rejected-Finance | 4 | Rejected-Finance More Amount for Estimate |
Tender Value
₹80.0 L
EMD Value
₹79,950
Closing Date
17 Jul 2023, 3:00 pmClosed
Executive Officer
Thenthamaraikulam Town Panchayat Officer, Thenthamaraikulam
Providing Black Topping and strengthening of 1.Mela santhaiyadi C S I Church Road, 2.Thenthamaraikulam Mosque to Vijayanagari Road in Thenthamaraikulam town panchayat
2023_DTP_333090_1
70/2023/A1
Open Tender
Civil Works
Works
90 days
Thenthamaraikulam Town Panchayat
Please Refer Tender Documents
3 documents required · 3 mandatory
₹0
₹79,950
Yes
Thenthamaraikulam Town Panchayat
10 Aug 2023
28 Jun 2023
17 Jul 2023
28 Jun 2023
17 Jul 2023
28 Jun 2023
10 Jul 2023
Amount
Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed of the work and including all other incidental charges etc., complete as per standard specification as per MORTH Rev.V clause No. 111, 112, 202, 305.4.3 & 501.
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150 mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with 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 WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm 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 502 of MORTH Rev-5
Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm 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 50mm consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.50-13.20mm, 0..25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20 Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate 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 work site, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5
Providing and laying Bituminous concrete to 40mm - 30mm thick using 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal with 50.30 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and agregates 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 work site, spreading the mix to uniform thickness of 40 mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller (80-100 KN) to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler,tipper trucks,paver finisher, Vibratory / Pneumatic Rollers and all other tools and plants required, including fuel and all other incidental charges etc.,complete as per specification using CMPas per clause 507 of MORTH Rev-5.
YESUDHASAN STEWARD ISAAC SAM
BASKAR
I.Kezhson
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