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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.1 LAccepted-AOC CHINNAMPALAYAM POLLACHI | L1 | Accepted-AOC lowest price | |
| 2 | L2₹19.2 L+₹10,157 (0.53%)Rejected-Finance 46 A MAHALIAMMAN KOVIL STREET VETTAIKARANPUDUR POST POLLACHI TALUK COIMBATORE DISTRICT 642 129 | COIMBATORE | TAMIL NADU | 642129 | L2 | Rejected-Finance highest price |
| Sl No | Description | Qty | Unit | MK ROAD WORKS L1 | RAMASAMY AND SONS L2 |
|---|---|---|---|---|---|
| 1.00 | Picking the Existing bt surface including all labour charges etc., complete | 258 | M3 | 23 ₹5,934 Lowest | 26 ₹6,708 |
| 2.00 | Collection, Supply and filling of well gravel including cost and conveyance of gravel to work site and all labour charges for stacking them to departmental gauge at road sides for premeasurement by the departmental officers and spreading and compacting in layers as directed by the dept officers. As per clause 301 & 305 of MORTH Specification. | 26 | M3 | 290.5 ₹7,553 Lowest | 295 ₹7,670 |
| 3.00 | Providing, Laying, Spreading and compacting graded stone aggregate to Wet Mix Macadam for 200 mm thick specification including premixing the material with water at OMC in mechanical 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 achieve the desired density,including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers MOST 406 | 168 | M3 | 2,326 ₹3,90,768 Lowest | 2,330 ₹3,91,440 |
| 4.00 | Providing and laying Priming coat 7Kg / 10 Sq.m over WMM surface using of Emulsion Bitumen SS1 for 10 Sq.m and cost Emulsion Bitumen which will be supplied and procured by the contractor himself at his own cast as per special condition appended including labour charges for preparing the surface for laying the Prime coat and for applying the required quantity of bituminous by mechanical sprayer including hire and fuel for all tools and plants employed etc., complete. | 1,120 | M2 | 83 ₹92,960 Lowest | 85 ₹95,200 |
| 5.00 | Providing and laying Tack coat 2.50 Kg / 10 Sq.m over Wet Mix Mecadam surface using of R.S Emulsion Bitumen for 10 Sq.m and cost of Emulsion Bitumen which will be supplied and procured by the contractor himself at his own cost as per special condition appended including labour charges for preparing the surface for laying the tack coat and for applying the required quantity of bituminous by mechanical sprayer including hire and fuel for all tools and plants employed etc., complete as per MORTH Specifications 111,112,501,503 and 900. | 1,120 | M2 | 18.5 ₹20,720 Lowest | 21 ₹23,520 |
| 6.00 | 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 | 56 | M3 | 10,618 ₹5,94,608 Lowest | 10,625 ₹5,95,000 |
| 7.00 | 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 46.28 kgs of 60/70 Grade Bulk bitumen and 4.02 kg shredded plastic wast 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 30 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 | 34 | M3 | 11,518 ₹3,91,612 Lowest | 11,525 ₹3,91,850 |
| 8.00 | Providind and laying Hot Applied Thermoplastic compound 2.50mm thick including reflectorising glass beads as per IRC :35, The finshed surface to be level,uniform and free from streaks and holes including all charges etc, complete | 56 | m2 | 890 ₹49,840 Lowest | 900 ₹50,400 |
| 9.00 | Earthwork excavation in all soils and sub soils except hard rock requiring blasting with initial lead and lift including re-filling the sides of foundation in layer of 15 cm thick watering , ramming ,depositing the surplus earth in the premises as directed by departmental officers etc., complete asper standard specification. as per SS 20 B TNDSS NO: 23&24VI (S2), VII 9,10 | 48 | m3 | 197.5 ₹9,480 Lowest | 200 ₹9,600 |
| 10.00 | Cement concrete Using 1:4:8 mix ( One cement , four sand and Eight aggregates) using 40 mm ISS HBG metal including cost and conveyance of all materials to work site and all labour charges for mixing, laying,consolidating and curing etc complete as per the standard specifications.as per TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII | 3 | m3 | 5,694 ₹17,082 Lowest | 5,700 ₹17,100 |
Tender Value
₹23 L
EMD Value
₹23,000
Closing Date
24 Sept 2025, 3:00 pmClosed
Executive officer
vettaikaranpudur town panchayat
Providing the BT road at ward 10 Somanathapuram Harijina Colony and Paver Block road harijana colony cross cut roads in vettaikaranpudur Town Panchayat
2025_DTP_606857_1
272/2025
Open Tender
Civil Works - Roads
Works
90 days
vettaikaranpudur town panchayat
as per norms
1 document required · 1 mandatory
₹0
₹23,000
27 Jan 2026
20 Sept 2025
24 Sept 2025
20 Sept 2025
24 Sept 2025
20 Sept 2025
20 Sept 2025 - 24 Sept 2025
Amount
Picking the Existing bt surface including all labour charges etc., complete
Collection, Supply and filling of well gravel including cost and conveyance of gravel to work site and all labour charges for stacking them to departmental gauge at road sides for premeasurement by the departmental officers and spreading and compacting in layers as directed by the dept officers. As per clause 301 & 305 of MORTH Specification.
Providing, Laying, Spreading and compacting graded stone aggregate to Wet Mix Macadam for 200 mm thick specification including premixing the material with water at OMC in mechanical 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 achieve the desired density,including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers MOST 406
Providing and laying Priming coat 7Kg / 10 Sq.m over WMM surface using of Emulsion Bitumen SS1 for 10 Sq.m and cost Emulsion Bitumen which will be supplied and procured by the contractor himself at his own cast as per special condition appended including labour charges for preparing the surface for laying the Prime coat and for applying the required quantity of bituminous by mechanical sprayer including hire and fuel for all tools and plants employed etc., complete.
Providing and laying Tack coat 2.50 Kg / 10 Sq.m over Wet Mix Mecadam surface using of R.S Emulsion Bitumen for 10 Sq.m and cost of Emulsion Bitumen which will be supplied and procured by the contractor himself at his own cost as per special condition appended including labour charges for preparing the surface for laying the tack coat and for applying the required quantity of bituminous by mechanical sprayer including hire and fuel for all tools and plants employed etc., complete as per MORTH Specifications 111,112,501,503 and 900.
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 46.28 kgs of 60/70 Grade Bulk bitumen and 4.02 kg shredded plastic wast 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 30 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
Providind and laying Hot Applied Thermoplastic compound 2.50mm thick including reflectorising glass beads as per IRC :35, The finshed surface to be level,uniform and free from streaks and holes including all charges etc, complete
Earthwork excavation in all soils and sub soils except hard rock requiring blasting with initial lead and lift including re-filling the sides of foundation in layer of 15 cm thick watering , ramming ,depositing the surplus earth in the premises as directed by departmental officers etc., complete asper standard specification. as per SS 20 B TNDSS NO: 23&24VI (S2), VII 9,10
Cement concrete Using 1:4:8 mix ( One cement , four sand and Eight aggregates) using 40 mm ISS HBG metal including cost and conveyance of all materials to work site and all labour charges for mixing, laying,consolidating and curing etc complete as per the standard specifications.as per TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII
Supplying and errecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using 90cm x 60cm and B.G 10stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spread at about 90cm including all labour charges and cost and conveyance of all materials to site etc. complete complying with standard specification. as per TNDSS NO: 30&86
Reinforced Cement Concrete 1:2:4 (One Cement, Two crushed stone sand and Four hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges, centering and shuttering but including Super Plasticiser, mixing charges for machine mix, laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers - machine mix
Providing, Laying, Spreading and compacting graded stone aggregate to Wet Mix Macadam for 200 mm thick specification including premixing the material with water at OMC in mechanical 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 achieve the desired density,including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers MOST 406
Supplying and laying of Interlocking Paver Block Stone 83mm thick Over a base layer of stone dust filling incl. Cost of materials laying and Labour charges etc complete complying with the standardspecification and as directed by the departmental Officers
RAMASAMY AND SONS (BID ID -1470649)
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