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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC | ₹2.1 Cr | L1 | Accepted-AOC L1 ACCEPTED |
| 2 | L2₹2.2 CrRejected-Finance | ₹2.2 Cr | L2 | Rejected-Finance REJETED |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technical Not Responsive |
| Sl No | Description | Qty | Unit | TDR and Co H1 | NEHRU CONTRACTOR H2 |
|---|---|---|---|---|---|
| 1.00 | Providing Granular surface base to the required surface using murram, Granular soil of size varying from 4mm to 75mm including cost of material and cost of labour for stacking, spreading and consolidating layer by layer (Each layer not exceeding 100mm) including hire charges of Roller etc, complete as per the direction of Departmental officers. | 1,077 | Cum | 2,000 ₹21.5 L | 1,840 ₹19.8 L |
| 2.00 | 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. | 1,156 | Cum | 2,500 ₹28.9 L | 2,415 ₹27.9 L |
| 3.00 | 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 | 11,551 | Sqm | 100 ₹11.6 L | 84 ₹9.7 L |
| 4.00 | 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 | 11,551 | Sqm | 20.11 ₹2.3 L | 19 ₹2.2 L |
| 5.00 | Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cu.m of 26.50-13.20mm, 0.25cu.m of 13.20-2.36mm and 0.23cu.m of 2.36mm & below and with 53.20Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using 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 and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 | 578 | Cum | 10,398 ₹60.1 L | 10,375 ₹60.0 L |
| 6.00 | Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cu.m of 19.00-9.50mm, 0.17 cu.m of 9.50-2.36mm and 0.26 cu.m of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate 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 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory 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 | 347 | Cum | 10,940 ₹38.0 L | 10,923 ₹37.9 L |
| 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 | 458 | Cum | 5,234.9 ₹24.0 L | 5,225 ₹23.9 L |
| 8.00 | Plain Cement Concrete 1:1.5:3 M-20 ( Nominal Mix ) using 20mm and 10mm ISS HBG metal including cost and conveyance of all materials to site including cost of Cement at site including cost of Cement at site including cost of Formwork soft water Labour charges for mixing Trasporting , Laying and water Using Concrete working at depth fine charges for Tods and plant for cement Pavement work etc. Complete asper Relevant standard specification | 458 | Cum | 6,989.24 ₹32.0 L | 6,980 ₹32.0 L |
| 9.00 | GST 18% | 1 | LS | 38,72,170 ₹38.7 L | 38,41,205.8 ₹38.4 L |
Updated dates
Tender Value
₹2.6 Cr
EMD Value
₹2.6 L
Closing Date
28 Jan 2026, 3:00 pmClosed
COMMISSIONER TINDIVANAM MUNICIPALITY
COMMISSIONER TINDIVANAM MUNICIPALITY
Providing New BT CC Surface at Marichetti Kulam Kamatchi amman Nagar 2nd Street Udhya Nagar 2 nd street Udhya Nagar 1 st cross streetTindivanamMunicipality Package I
2026_MAWS_642782_1
ROC.NO2680/2025/E1
Open Tender
Civil Works
TINDIVANAM MUNICIPALITY
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹2.6 L
Yes
TINDIVANAM MUNICIPALITY
24 Feb 2026
13 Jan 2026
28 Jan 2026
13 Jan 2026
28 Jan 2026
13 Jan 2026
14 Jan 2026
Providing Granular surface base to the required surface using murram, Granular soil of size varying from 4mm to 75mm including cost of material and cost of labour for stacking, spreading and consolidating layer by layer (Each layer not exceeding 100mm) including hire charges of Roller etc, complete as per the direction of Departmental officers.
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.
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, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cu.m of 26.50-13.20mm, 0.25cu.m of 13.20-2.36mm and 0.23cu.m of 2.36mm & below and with 53.20Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using 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 and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5
Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cu.m of 19.00-9.50mm, 0.17 cu.m of 9.50-2.36mm and 0.26 cu.m of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate 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 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory 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
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
Plain Cement Concrete 1:1.5:3 M-20 ( Nominal Mix ) using 20mm and 10mm ISS HBG metal including cost and conveyance of all materials to site including cost of Cement at site including cost of Cement at site including cost of Formwork soft water Labour charges for mixing Trasporting , Laying and water Using Concrete working at depth fine charges for Tods and plant for cement Pavement work etc. Complete asper Relevant standard specification
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