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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | ₹1.4 Cr | L1 | Accepted-AOC LOWEST BIDDER |
| 2 | L2₹1.4 Cr+₹2,167.75 (0.02%)Rejected-Finance | ₹1.4 Cr+₹2,167.75 (0.02%) | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| 3 | L3₹1.4 Cr+₹1.8 L (1.29%)Rejected-Finance | ₹1.4 Cr+₹1.8 L (1.29%) | L3 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| Sl No | Description | Qty | Unit | D KESAVAN L2 | Amman Construction L1 | RENGASAMY S L3 |
|---|---|---|---|---|---|---|
| 1.00 | Picking the existing surface 3 to 5 cm deep removal of picked up staff to the side berms and using the useful metal to the road hand packing to camber sectioning levelling etc.,complete as per including labour charges for picking and other tools and plants etc., complete as per standard specifications. 404 of MORTH | 2,632 | M2 | 21.6 ₹56,851.2 | 21 ₹55,272 Lowest | 22 ₹57,904 |
| 2.00 | Collection,supply and filling of U/S 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 | 167 | M3 | 310.1 ₹51,786.7 | 310 ₹51,770 Lowest | 315 ₹52,605 |
| 3.00 | Providing, Laying, Spreading and compacting graded stone aggregate to Wet Mix Macadam for required 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 MORTH 406 | 790 | M3 | 2,438.1 ₹19,26,099 | 2,438 ₹19,26,020 Lowest | 2,450 ₹19,35,500 |
| 4.00 | Providing and laying Priming coat 7Kg / 10 Sq.m over WMM surface using of SSI Emulsion Bitumen 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 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. MORTH Specifications 111,112,501,503 and 900. | 7,895 | M2 | 82.15 ₹6,48,574.25 | 82 ₹6,47,390 Lowest | 85 ₹6,71,075 |
| 5.00 | Providing and laying Tack coat 2.50 Kg / 10 Sq.m over Wet Mix Mecadam surface using of RS1 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. | 7,895 | M2 | 19 ₹1,50,005 Lowest | 20 ₹1,57,900 | 25 ₹1,97,375 |
| 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 | 395 | M3 | 10,688.2 ₹42,21,839 | 10,688 ₹42,21,760 Lowest | 10,750 ₹42,46,250 |
| 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 50.30 kgs of 60/70 Grade Bulk bitumen 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 | 237 | M3 | 11,296 ₹26,77,152 | 11,295 ₹26,76,915 Lowest | 11,300 ₹26,78,100 |
| 8.00 | Road Marking With Hot applied Thermoplastic compund With Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectoring glass beads @ 250gms Per Sqm area ,thickness of 2.5 mm exclusive of surface applied glass beads as per IRC : 35.The finished Surface to be level , uniform and free from streaks and holes. | 270 | M2 | 890 ₹2,40,300 Lowest | 890 ₹2,40,300 Lowest | 900 ₹2,43,000 |
| 9.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | 351 | M2 | 185 ₹64,935 | 184 ₹64,584 Lowest | 195 ₹68,445 |
| 10.00 | Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 71 | M3 | 5,450 ₹3,86,950 | 5,449 ₹3,86,879 Lowest | 5,495 ₹3,90,145 |
Tender Value
₹1.7 Cr
EMD Value
₹1.7 L
Closing Date
29 May 2025, 3:00 pmClosed
THE EXECUTIVE OFFICER
THE EXECUTIVE OFFICER LABBAIKUDIKADU TOWN PANCHAYAT
Providing Bt Road with Drain at Jamaliya Nagar in Labbaikkudikadu Town Panchayat
2025_DTP_557002_1
48/2025
Open Tender
Civil Works
Works
180 days
LABBAIKUDIKADU TOWN PANCHAYAT
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.7 L
Yes
LABBAIKUDIKADU TOWN PANCHAYAT
11 Mar 2026
12 May 2025
29 May 2025
12 May 2025
29 May 2025
12 May 2025
23 May 2025
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