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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹89.9 LAccepted-Finance | ₹89.9 L | L1 | Accepted-Finance L1 Tenderer |
| 2 | L2₹94.9 L+₹5.0 L (5.57%)Rejected-Finance | ₹94.9 L+₹5.0 L (5.57%) | L2 | Rejected-Finance L2 Tenderer |
| 3 | L3₹95.5 L+₹5.6 L (6.20%)Rejected-Finance | ₹95.5 L+₹5.6 L (6.20%) | L3 | Rejected-Finance L3 Tenderer |
| 4 | L4₹1.0 Cr+₹10.2 L (11.4%)Rejected-Finance | ₹1.0 Cr+₹10.2 L (11.4%) | L4 | Rejected-Finance L4 Tenderer |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not Qualified |
| Sl No | Description | Qty | Unit | P.MADHANKUMAR L4 | KRISHNAMOORTHY L3 | M/S.KCP CONSTRUCTIONS L2 | S.MAGALINGAM L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., | 1,188 | Sqm | 6 ₹7,128 | 6 ₹7,128 | 5.6 ₹6,652.8 | 5 ₹5,940 Lowest |
| 2.00 | Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting side drain etc, complete. as per SS20 A | 710.78 | Cum | 140 ₹99,509.2 | 125 ₹88,847.5 | 123.6 ₹87,852.41 | 117 ₹83,161.26 Lowest |
| 3.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 1,359 | Sqm | 23 ₹31,257 | 21 ₹28,539 | 20.55 ₹27,927.45 | 20 ₹27,180 Lowest |
| 4.00 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | 522.69 | Cum | 2,400 ₹12,54,456 | 2,173 ₹11,35,805.37 | 2,105 ₹11,00,262.45 | 2,039 ₹10,65,764.91 Lowest |
| 5.00 | Applying Prime coat over WMM surface ( treated with primer) using 7Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification. | 4,181.5 | Sqm | 60 ₹2,50,890 Lowest | 76 ₹3,17,794 | 68 ₹2,84,342 | 72 ₹3,01,068 |
| 6.00 | Providing and laying 50mm consolidated thick bituminous macadam using 0.20 cum fo 26.50-13.20mm, 0.43 cum of 13.20-2.36mm and 0.08 cum of 2.36mm & below size IRC metal with 34.04 Kgs of VG30/ VG40 bitumen and 2.96kg 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 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory / Pneumatic 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 / 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.(Bituminous Macadam 50mm thick Using Vibratory Roller( ( Using Plastic Waste) | 209.08 | Cum | 8,400 ₹17,56,272 | 7,749 ₹16,20,160.92 | 7,661.6 ₹16,01,887.33 | 7,272 ₹15,20,429.76 Lowest |
| 7.00 | Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 | 4,229.5 | Sqm | 20 ₹84,590 | 18 ₹76,131 | 17.65 ₹74,650.68 | 17 ₹71,901.5 Lowest |
| 8.00 | Providing and laying Bituminous Concrete to 25/30/40mm 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 and below with 46.28kgs of VG30 bitumen and 4.02Kgs of Waste Plastic (6%) 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 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 | 105.74 | Cum | 11,000 ₹11,63,140 | 10,038 ₹10,61,418.12 | 9,451 ₹9,99,348.74 | 9,421 ₹9,96,176.54 Lowest |
| 9.00 | Providing and laying of Bituminous Concrete for Speed Breakers using 60/70 grade bitumen which shall consist of construction of a single course binder/ wearing course on a previously prepared bituminous base to the requirements of the specification using CMP, Paver & Power roller as per standard specification clause 508 of MORT & H. | 2.16 | Cum | 10,700 ₹23,112 | 10,038 ₹21,682.08 | 1,03,204.8 ₹2,22,922.37 | 9,421 ₹20,349.36 Lowest |
| 10.00Filling gravel for shoulders and berms including cost and conveyance of all materials to site and stacking them to departmental guage for premeasurements and labour charges for filling etc., complete | |||||||
Tender Value
₹1.1 Cr
EMD Value
₹1.1 L
Closing Date
20 Feb 2026, 3:00 pmClosed
The Project Director, DRDA, Chengalpattu
O/o The Project Director, DRDA, Chengalpattu
Strengthening of Sithandi Pilapur Road 0 0 1 100 in Sithandi Village Panchayat in Madhuranthakam Panchayat Union of Chengalpattu District under NABARD RIDF 2026 27 Pakage No.08
2026_RDTN_656756_1
Rc.No.5734/2024/A13 dt.12.02.2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Madhuranthakam
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹1.1 L
19 Jun 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
20 Feb 2026
14 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., | 1,188 | Sqm | - | - |
| 2 | Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting side drain etc, complete. as per SS20 A | 710.78 | Cum | - | - |
| 3 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 1,359 | Sqm | - | - |
| 4 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | 522.69 | Cum | - | - |
| 5 | Applying Prime coat over WMM surface ( treated with primer) using 7Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification. | 4,181.5 | Sqm | - | - |
| 6 | Providing and laying 50mm consolidated thick bituminous macadam using 0.20 cum fo 26.50-13.20mm, 0.43 cum of 13.20-2.36mm and 0.08 cum of 2.36mm & below size IRC metal with 34.04 Kgs of VG30/ VG40 bitumen and 2.96kg 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 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory / Pneumatic 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 / 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.(Bituminous Macadam 50mm thick Using Vibratory Roller( ( Using Plastic Waste) | 209.08 | Cum | - | - |
| 7 | Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 | 4,229.5 | Sqm | - | - |
| 8 | Providing and laying Bituminous Concrete to 25/30/40mm 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 and below with 46.28kgs of VG30 bitumen and 4.02Kgs of Waste Plastic (6%) 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 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 | 105.74 | Cum | - | - |
| 9 | Providing and laying of Bituminous Concrete for Speed Breakers using 60/70 grade bitumen which shall consist of construction of a single course binder/ wearing course on a previously prepared bituminous base to the requirements of the specification using CMP, Paver & Power roller as per standard specification clause 508 of MORT & H. | 2.16 | Cum | - | - |
| 10 | Filling gravel for shoulders and berms including cost and conveyance of all materials to site and stacking them to departmental guage for premeasurements and labour charges for filling etc., complete | - | - | - | - |
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