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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC | ₹1.7 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹1.7 Cr+₹3,639 (0.02%)Rejected-Finance | ₹1.7 Cr+₹3,639 (0.02%) | L2 | Rejected-Finance L2 Rejected |
| Sl No | Description | Qty | Unit | N.S CONSTRUCTION L1 | DCN CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00 | Picking 5cm to 10cm old metalled surface and sectioning including all chargesetc., Complete as Directed by the Departmental Engineer. | 8,926 | M2 | 24 ₹2,14,224 Lowest | 24 ₹2,14,224 Lowest |
| 2.00 | Advance Patch work 13.20mm Providing Advancve Patch Work using 50mm consolidated Thickness by using 1 m3 of 13.20mm IRC Metal with 44kg of Bittumen per 1 m3 of Metal For Pre Mixing For existing surface advance Patch work including cost and conveyance of materials to the work site and stacking them to the departmental metric guage for the premeasurement, heating the bitumen in bitumen boiler, heating the aggregates and mixing them with bitumen in mini hot mix plant for premix carpet only rolling by 60-70KN power roller for premix carpet and seal coat seperately including labour charges for spreading the mix for premix carpet application of bitumen for seal coat over premix carpet, including labour charges for spreading seal coat seperately over premix carpet etc. including higher charges and fuel charges for , bitumen boiler and all other tools and plant employed etc. complete as per of MoRTH Rev - V Specifications | 79 | M3 | 4,042 ₹3,19,318 Lowest | 4,042 ₹3,19,318 Lowest |
| 3.00 | Providing and laying Tack Coat of 2 Kgs / 10 Sqm Over the BT Surface treated with binder using 2 kgs of Bituminous Emulsion (RS) for 10square 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 Specifications | 10,506 | M2 | 28.5 ₹2,99,421 Lowest | 28.5 ₹2,99,421 Lowest |
| 4.00 | Providing and laying Bituminous concrete to 40mm 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. | 316 | M3 | 10,840 ₹34,25,440 Lowest | 10,840 ₹34,25,440 Lowest |
| 5.00 | Chipping of concrete and roughening the surface including all charges etc., Complete as Directed by the Departmental Engineer. | 7,710 | M2 | 43 ₹3,31,530 Lowest | 43.4 ₹3,34,614 |
| 6.00 | 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 | 229 | M3 | 110 ₹25,190 Lowest | 110 ₹25,190 Lowest |
| 7.00 | CEMENT CONCRETE - M7.5 (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 | 229 | M3 | 5,304.5 ₹12,14,730.5 Lowest | 5,304.5 ₹12,14,730.5 Lowest |
| 8.00 | Vibrated Cement Concrete M20 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site form work and centering soft water labour charges for mixing, transporting, vibrating and compacting finishing and curing concrete, working at heights, hire charges for Hire charges for Tools and plants, including all other incidental charges, etc., complete as per standard specifications for CC Pavement | 1,250 | M3 | 7,059 ₹88,23,750 Lowest | 7,059 ₹88,23,750 Lowest |
| 9.00 | Providing and fixing Bitumen Pad for Expansion joint in between pavement slabs to 12mm thick and fixed as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete as per standard specification | 329 | M2 | 479 ₹1,57,591 Lowest | 479 ₹1,57,591 Lowest |
| 10.00 | Provision for GST 18% | 1 | Nos | 26,66,015 ₹26,66,015 Lowest | 26,66,570 ₹26,66,570 |
Tender Value
₹1.8 Cr
EMD Value
₹1.8 L
Closing Date
23 Jan 2026, 3:00 pmClosed
COMMISSIONER
GUDIYATHAM MUNICIPALITY
Providing BT Surface and CC Pavement to Ward No 8 8 11 30 30 32 32 33 33 33 34 36 04 16 19 08 05 27 27 09 30 32 35 20 22 respectively in Gudiyatham Municipality
2026_MAWS_642336_1
E1/346/2025
Open Tender
Civil Works
Works
90 days
GUDIYATHAM MUNICIPALITY
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹1.8 L
GUDIYATHAM MUNICIPALITY
1 Jul 2026
12 Jan 2026
23 Jan 2026
12 Jan 2026
23 Jan 2026
12 Jan 2026
14 Jan 2026
Picking 5cm to 10cm old metalled surface and sectioning including all chargesetc., Complete as Directed by the Departmental Engineer.
Advance Patch work 13.20mm Providing Advancve Patch Work using 50mm consolidated Thickness by using 1 m3 of 13.20mm IRC Metal with 44kg of Bittumen per 1 m3 of Metal For Pre Mixing For existing surface advance Patch work including cost and conveyance of materials to the work site and stacking them to the departmental metric guage for the premeasurement, heating the bitumen in bitumen boiler, heating the aggregates and mixing them with bitumen in mini hot mix plant for premix carpet only rolling by 60-70KN power roller for premix carpet and seal coat seperately including labour charges for spreading the mix for premix carpet application of bitumen for seal coat over premix carpet, including labour charges for spreading seal coat seperately over premix carpet etc. including higher charges and fuel charges for , bitumen boiler and all other tools and plant employed etc. complete as per of MoRTH Rev - V Specifications
Providing and laying Tack Coat of 2 Kgs / 10 Sqm Over the BT Surface treated with binder using 2 kgs of Bituminous Emulsion (RS) for 10square 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 Specifications
Providing and laying Bituminous concrete to 40mm 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.
Chipping of concrete and roughening the surface including all charges etc., Complete as Directed by the Departmental Engineer.
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
CEMENT CONCRETE - M7.5 (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
Vibrated Cement Concrete M20 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site form work and centering soft water labour charges for mixing, transporting, vibrating and compacting finishing and curing concrete, working at heights, hire charges for Hire charges for Tools and plants, including all other incidental charges, etc., complete as per standard specifications for CC Pavement
Providing and fixing Bitumen Pad for Expansion joint in between pavement slabs to 12mm thick and fixed as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete as per standard specification
Provision for GST 18%
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