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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC | ₹3.9 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹4.0 LRejected-AOC | ₹4.0 L | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | KALAIVANIANDCO L2 | MG CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | 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 | 43 | M3 | 150 ₹6,450 | 131.3 ₹5,645.90 |
| 2.00 | Providing and laying U/S Gravel to the specified thick including cost and conveyance of U/S gravel from approved quarry and stocking the same at road side to Departmental gauge for premeasurement as directed by the Departmental Officers including labour charges for spreading in layers not exceeding 75 mm thick (or) as specified by the departmental officers, leveling, sectioning etc., and all other charges for tools and plants employed for the work and all other incidental charges such as barricading and providing danger lights etc., complete as per standard specification. as per clause 301 & 305 of MORTH | 14 | M3 | 300 ₹4,200 | 254 ₹3,556 |
| 3.00 | Providing and laying WMM (Wet Mix Macadam) of 250 mm compacted thickness in two layers of 125 mm thick or else as specified on the prepared sub base with graded stone aggregate and granular material of quality size and grading pasting in layer with motor grader and compaction with vibrating rollers of 80-100 KN static weight and fine dressing for required grade and cross slope as shown on the drawing equipments equipments safety measures testing and incidents necessary to complete the work as per MORTH 406 | 44 | M3 | 2,150 ₹94,600 | 2,112.5 ₹92,950 |
| 4.00 | Providing and laying Prime Coat over WBM/ WMM Surface using 7Kg of Emulsion Bitumen (SSI) 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 per Clause 502 of MORTH Rev-5 | 290 | M2 | 100 ₹29,000 | 82.3 ₹23,867 |
| 5.00 | Providing and laying Tack Coat over WBM/ 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 per Clause 503 of MORTH Rev-5 | 290 | M2 | 30 ₹8,700 | 19.1 ₹5,539 |
| 6.00 | Providing and laying 50mm Consolidated thick Dense Bituminous Macadam 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 | 15 | M3 | 10,400 ₹1.6 L | 10,381.6 ₹1.6 L |
| 7.00 | Providing and laying Bituminous Concrete to 30mm 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 50.30 kgs of VG30( 60/70) 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 20-30t on 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/Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/9mpaver finisher, Vibratory/Pneumatic 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 | 9 | M3 | 11,030 ₹99,270 | 11,001.3 ₹99,011.70 |
Tender Value
₹4.7 L
EMD Value
₹9,400
Closing Date
22 Dec 2025, 3:00 pmClosed
EXECUTIVE OFFICER VADUGAPATTI TOWN PANCHAYAT
ERODE DISTRICT VADUGAPATTI TOWN PANCHAYAT
Strengthening of BT Road from Pampagountenvalsu From Subramani house to Moorthy house in Vadukapatti Town Panchayat.
2025_DTP_631862_1
226/2025
Open Tender
Civil Works
30 days
ERODE DISTRICT VADUGAPATTI TOWN PANCHAYAT
As Per Tender Notice
2 documents required · 2 mandatory
₹0
₹9,400
24 Dec 2025
13 Dec 2025
22 Dec 2025
13 Dec 2025
22 Dec 2025
13 Dec 2025
13 Dec 2025 - 22 Dec 2025
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
Providing and laying U/S Gravel to the specified thick including cost and conveyance of U/S gravel from approved quarry and stocking the same at road side to Departmental gauge for premeasurement as directed by the Departmental Officers including labour charges for spreading in layers not exceeding 75 mm thick (or) as specified by the departmental officers, leveling, sectioning etc., and all other charges for tools and plants employed for the work and all other incidental charges such as barricading and providing danger lights etc., complete as per standard specification. as per clause 301 & 305 of MORTH
Providing and laying WMM (Wet Mix Macadam) of 250 mm compacted thickness in two layers of 125 mm thick or else as specified on the prepared sub base with graded stone aggregate and granular material of quality size and grading pasting in layer with motor grader and compaction with vibrating rollers of 80-100 KN static weight and fine dressing for required grade and cross slope as shown on the drawing equipments equipments safety measures testing and incidents necessary to complete the work as per MORTH 406
Providing and laying Prime Coat over WBM/ WMM Surface using 7Kg of Emulsion Bitumen (SSI) 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 per Clause 502 of MORTH Rev-5
Providing and laying Tack Coat over WBM/ 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 per Clause 503 of MORTH Rev-5
Providing and laying 50mm Consolidated thick Dense Bituminous Macadam 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 to 30mm 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 50.30 kgs of VG30( 60/70) 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 20-30t on 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/Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/9mpaver finisher, Vibratory/Pneumatic 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
KALAIVANIANDCO (BID ID -1534472)
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