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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-Finance | ₹1.5 Cr | L1 | Accepted-Finance Quote Low |
| 2 | L2₹1.7 CrRejected-Finance | ₹1.7 Cr | L2 | Rejected-Finance Quote High |
| Sl No | Description | Qty | Unit | RM Constructions L2 | SR&CO L1 |
|---|---|---|---|---|---|
| 1.00 | Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. | 458 | M3 | 1,950 ₹8.9 L | 1,801.9 ₹8.3 L |
| 2.00 | Providing and laying wed Mix Macadam Base Curse of 150mm compacked thickness of else as specified on the prepared sub - base with graded stone aggregate and Granular material of quality size and grading inlayers as specified including mixing in base mix plants spreading in uniform layer with grader and compaction with vibrating rollers of 80 to 100 KN static weight and fine dressing to required grade and cross slope as shown on the drawing equipments as technical clause 405. | 439 | M3 | 2,500 ₹11.0 L | 2,345.82 ₹10.3 L |
| 3.00 | Providing and laying tack coat of 7 kgs/10 sqm over the BT surface treated with primer using 5.00 kgs of bituminous binder for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete. | 4,387 | m2 | 100 ₹4.4 L | 86.65 ₹3.8 L |
| 4.00 | Providing and laying tack coat of 2.5 kgs/10 sqm over the BT surface treated with primer using 2.5 kgs of bituminous binder for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete. | 4,387 | m2 | 25 ₹1.1 L | 20 ₹87,740 |
| 5.00 | Providing and laying 50 mm compacted thick dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 505 of MORTH Rev-5 specifications. | 541 | m3 | 11,500 ₹62.2 L | 10,280 ₹55.6 L |
| 6.00 | Providing and laying tack coat of 2 kgs/10 sqm over the Old Bitumen Surfase surface treated with binder using 2 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications | 10,409 | M2 | 40 ₹4.2 L | 28.85 ₹3.0 L |
| 7.00 | Providing and laying Bituminous concrete to 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 45.27 kgs of 60/70 bitumen & 5.03Kg of Plastic waste (Total-50.30 kg) and for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 40mm / 30mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc., including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, Vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 507 of MORTH Rev-5 specifications. | 453 | M2 | 11,150 ₹50.5 L | 10,825 ₹49.0 L |
| 8.00 | GST 18% | 1 | No | 25,61,001.3 ₹25.6 L | 23,55,923.41 ₹23.6 L |
Updated dates
Tender Value
Refer Docs
EMD Value
₹1.6 L
Closing Date
28 Jan 2026, 3:00 pmClosed
The Commissioner
Walajapet Municipality
ROAD WORKS UNDER TURIP 2025-26 DEVELOPMENT CHARGES AND SFC DEVOLUTION FUND OF ULB
2026_MAWS_642254_1
9730/2025/SS1
Open Tender
Civil Works - Roads
90 days
Walajapet
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
Yes
₹1.6 L
Walajapet Municipality
7 Mar 2026
12 Jan 2026
28 Jan 2026
12 Jan 2026
28 Jan 2026
12 Jan 2026
14 Jan 2026
Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers.
Providing and laying wed Mix Macadam Base Curse of 150mm compacked thickness of else as specified on the prepared sub - base with graded stone aggregate and Granular material of quality size and grading inlayers as specified including mixing in base mix plants spreading in uniform layer with grader and compaction with vibrating rollers of 80 to 100 KN static weight and fine dressing to required grade and cross slope as shown on the drawing equipments as technical clause 405.
Providing and laying tack coat of 7 kgs/10 sqm over the BT surface treated with primer using 5.00 kgs of bituminous binder for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete.
Providing and laying tack coat of 2.5 kgs/10 sqm over the BT surface treated with primer using 2.5 kgs of bituminous binder for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete.
Providing and laying 50 mm compacted thick dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 505 of MORTH Rev-5 specifications.
Providing and laying tack coat of 2 kgs/10 sqm over the Old Bitumen Surfase surface treated with binder using 2 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications
Providing and laying Bituminous concrete to 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 45.27 kgs of 60/70 bitumen & 5.03Kg of Plastic waste (Total-50.30 kg) and for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 40mm / 30mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc., including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, Vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 507 of MORTH Rev-5 specifications.
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