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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H2₹1.2 Cr−₹5.0 L (3.84%)Accepted-AOC | H2 | Accepted-AOC Less | |
| 2 | H1₹1.3 CrRejected-AOC 26 10B KRISHNAPURAM KADAIYANALLUR TENKASI TALUK TENKASI 627 759 | TENKASI | TAMIL NADU | 627759 | H1 | Rejected-AOC Above | |
| 3 | Not Admitted-Fee/PreQual/Technical NO 46 B CHURCH STREET VELLAGOUNDANPATTI VILLAGE AYYAPURAM POST KADAYANALLUR TALUK TENKASI DISTRICT | TENKASI | TAMIL NADU | 626140 | - | Not Admitted-Fee/PreQual/Technical Others-others | |
| 4 | Not Admitted-Fee/PreQual/Technical NO 302 1 MULLAI NAGAR SANKARANKOVIL 627 756 TENKASI | TENKASI | TAMIL NADU | 627756 | - | Not Admitted-Fee/PreQual/Technical Others-Not admitted |
| Sl No | Description | Qty | Unit | K Rajamohammed H1 | SUBBIAH ARUMUGAM H2 |
|---|---|---|---|---|---|
| 1.00 | 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 | 187 | M3 | 91.6 ₹17,129.2 | 88.05 ₹16,465.35 Lowest |
| 2.00 | Removal of Excavated Excess Earth away from the site to 2K.M including loading and transportation charges etc, complete as per standard specification. For 1M3 | 187 | M3 | 70.7 ₹13,220.9 | 68 ₹12,716 Lowest |
| 3.00 | Supplying and errecting of steel centring for sides and soffits including supports and struting complete upto 3.29m height and plane surfaces such a RCC slabs rectangular Beam,TEE or ELL Beam Lintels , Bed blocks, Staircase waist and landing beams, canopy etc., with all cross brassings using mild steel sheets of size 25x25x3mm for boarding and over silver oakcw joists of size 10x6.5cm spaced at about 90cm c/c and supported by causrina props of 10 to 13 cm dia spaced at 75cm c/c etc., complete complying with standard specification and as dirrected. | 201 | M2 | 343.2 ₹68,983.2 | 330 ₹66,330 Lowest |
| 4.00 | Plain cement concrete 1:2:4one cement two sand and four aggregates using 20mm ISS HBG metal including cost and conveyance of all materials and labour charges for mixing, Laying,compacting and curing etc., complete as per specification. | 41 | M3 | 7,346 ₹3,01,186 | 7,063.5 ₹2,89,603.5 Lowest |
| 5.00 | Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam WMM specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications. | 187 | M3 | 2,678 ₹5,00,786 | 2,575 ₹4,81,525 Lowest |
| 6.00 | Supplying and laying of Interlocking Paver Block Stone 83mm thick Over a base layer of crushed stone sandfilling incl. Cost of materials laying and Labour charges etc complete complying with the standard specification and as directed by the departmental officers. | 1,872 | M2 | 1,600 ₹29,95,200 | 1,538.5 ₹28,80,072 Lowest |
| 7.00 | 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 | 45 | M3 | 4,435.6 ₹1,99,602 | 4,265 ₹1,91,925 Lowest |
| 8.00 | Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion SS for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev-5 Specifications | 45 | M2 | 90.5 ₹4,072.5 | 87 ₹3,915 Lowest |
| 9.00 | Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with binder using 2.5 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 Rev-5 Specifications | 9,612 | M2 | 21.1 ₹2,02,813.2 | 20.3 ₹1,95,123.6 Lowest |
| 10.00 | Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 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 the min. required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20- 30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 | 481 | M3 | 11,059.4 ₹53,19,571.4 | 10,634 ₹51,14,954 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.5 L
Closing Date
23 Jan 2026, 3:00 pmClosed
Commissioner, Municipal OFfice,
Commissioner, Municipal office, Puliyangudi 627855.
Providing of Paver Block at Ellampillai Street 142005S018 Shanmuga sundara vinyagar kovil street Pandthiar street142015S051, Shanmugam street Chidambaram north street 142015L015 ,VINAYAGAR KOVIL STREET 142030S101 Poonga nagar 1st street 142028R1
2026_MAWS_642315_1
9730/2025/SS1 7.1.26
Open Tender
Civil Works - Roads
Works
Municipal Office, Puliyangudi.
Class I
2 documents required · 2 mandatory
₹0
₹1.5 L
Commissioner, Municipal Office, Puliyangudi 627855
9 Oct 2026
12 Jan 2026
23 Jan 2026
12 Jan 2026
23 Jan 2026
12 Jan 2026
14 Jan 2026
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
Removal of Excavated Excess Earth away from the site to 2K.M including loading and transportation charges etc, complete as per standard specification. For 1M3
Supplying and errecting of steel centring for sides and soffits including supports and struting complete upto 3.29m height and plane surfaces such a RCC slabs rectangular Beam,TEE or ELL Beam Lintels , Bed blocks, Staircase waist and landing beams, canopy etc., with all cross brassings using mild steel sheets of size 25x25x3mm for boarding and over silver oakcw joists of size 10x6.5cm spaced at about 90cm c/c and supported by causrina props of 10 to 13 cm dia spaced at 75cm c/c etc., complete complying with standard specification and as dirrected.
Plain cement concrete 1:2:4one cement two sand and four aggregates using 20mm ISS HBG metal including cost and conveyance of all materials and labour charges for mixing, Laying,compacting and curing etc., complete as per specification.
Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam WMM specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.
Supplying and laying of Interlocking Paver Block Stone 83mm thick Over a base layer of crushed stone sandfilling incl. Cost of materials laying and Labour charges etc complete complying with the standard specification and as directed by the departmental officers.
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 Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion SS for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev-5 Specifications
Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with binder using 2.5 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 Rev-5 Specifications
Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 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 the min. required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20- 30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5
Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00 - 9.50mm graded metal, 0.17cum of 9.50 -2.36mm graded metal and 0.26cum of 2.36 and below metal by adding theshredded plastic 10% of bitumen quantity 5.03kg 50.030 X 10%=5.03Kg shredded plastic waste over the aggregate heated to 170 degree celcious in the central hot mix plant, mixed well with 45.27kgs of hot bitumen VG30 bitumen 160 degree celcious 60/70 grade for premixing per 10sqm to lay 30mm compacted thick of bituminious concrete including the cost of materials and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix in the required temperature for to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 80-100 KN Vibratory / Pneumatic Roller to the required density etc., including labour for loading bitumen in to bitumen tank and metal to feeder unit 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 / 9m paver 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.
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