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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.1 Cr+₹6,876.32 (0.06%)Rejected-AOC 5 6 KILAKKUKATTU KOTTAI PALLIPATTY BELUKKURICHI PO NAMAKKAL 637402 | NAMAKKAL | NAMAKKAL | TAMIL NADU | 637402 | ₹1.1 Cr+₹6,876.32 (0.06%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Necessary Documents Not Submitted, Hence Rejected |
| Sl No | Description | Qty | Unit | NIVAS CONSTRUCTIONS L2 | SATHIYAMOORTHY L1 |
|---|---|---|---|---|---|
| 1.00Strengthening and Five Year Maintenance of The Road From Pachamalai Mayampadi to Sethagam Road KM-0/0-2/100 H/O Pachamalai | |||||
| 2.00 | Clearing the Scrub jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by the departmental officers including all incidental charges etc., complete. | 2,821.23 | Sqm | 8.9 ₹25,108.95 | 8 ₹22,569.84 Lowest |
| 3.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 2,618.5 | cum | 32.65 ₹85,494.03 | 32 ₹83,792 Lowest |
| 4.00 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS | 705.3 | cum | 363 ₹2,56,023.9 Lowest | 363 ₹2,56,023.9 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 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. KM 0/0 - 2/10 | 991.32 | cum | 3,042 ₹30,15,595.44 Lowest | 3,042 ₹30,15,595.44 Lowest |
| 6.00 | Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. KM 0/0 - 2/10 | 7,855.55 | Sqm | 104.55 ₹8,21,297.75 | 104.5 ₹8,20,904.98 Lowest |
| 7.00 | Applying TACK COAT over WBM surface at 2.5Kg / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.KM 0/0 - 2/10 | 7,877.3 | Sqm | 21.9 ₹1,72,512.87 | 21.75 ₹1,71,331.28 Lowest |
| 8.00 | BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) 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 50.30kgs of VG30 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 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 KM 0/0 - 2/10 | 236.32 | cum | 12,483.8 ₹29,50,171.62 | 12,483.75 ₹29,50,159.8 Lowest |
| 9.00 | 1.50m Span RCC Slab Culvert @ Ch 620 - Earth work excavation & Depositing on bank with Initial lead of 10m and lift & 2m in hard stiff clay, stiff black cotton hard red earth shales, murram, gravel stoney earth and earth mixed with small size boulder and in hard gravelly soils per SS 20B etc, complete. | 39.85 | cum | 369 ₹14,704.65 Lowest | 369 ₹14,704.65 Lowest |
| 10.00 | Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete | 4.43 | cum | 7,608.7 ₹33,706.54 Lowest | 7,608.7 ₹33,706.54 Lowest |
Tender Value
₹1.2 Cr
EMD Value
₹1.2 L
Closing Date
20 Feb 2026, 3:00 pmClosed
Joint Director/Project Director
DRDA,Salem
Salem District - Gangavalli Block - Strengthening and Five Year Maintenance of the Road Pachamalai Mayampadi to Sethagam Road - Pachamalai Panchayat in NABARD - RIDF- 2026-2027 Package No.19
2026_RDTN_656804_16
Roc.No.875/2026/A3
Open Tender
Civil Works - Roads
Item Wise
180 days
DRDA
As per tender document
3 documents required · 3 mandatory
₹0
₹1.2 L
DRDA,Salem
29 May 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
16 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Strengthening and Five Year Maintenance of The Road From Pachamalai Mayampadi to Sethagam Road KM-0/0-2/100 H/O Pachamalai | - | - | - | - |
| 2 | Clearing the Scrub jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by the departmental officers including all incidental charges etc., complete. | 2,821.23 | Sqm | - | - |
| 3 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 2,618.5 | cum | - | - |
| 4 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS | 705.3 | cum | - | - |
| 5 | 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. KM 0/0 - 2/10 | 991.32 | cum | - | - |
| 6 | Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. KM 0/0 - 2/10 | 7,855.55 | Sqm | - | - |
| 7 | Applying TACK COAT over WBM surface at 2.5Kg / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.KM 0/0 - 2/10 | 7,877.3 | Sqm | - | - |
| 8 | BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) 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 50.30kgs of VG30 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 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 KM 0/0 - 2/10 | 236.32 | cum | - | - |
| 9 | 1.50m Span RCC Slab Culvert @ Ch 620 - Earth work excavation & Depositing on bank with Initial lead of 10m and lift & 2m in hard stiff clay, stiff black cotton hard red earth shales, murram, gravel stoney earth and earth mixed with small size boulder and in hard gravelly soils per SS 20B etc, complete. | 39.85 | cum | - | - |
| 10 | Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete | 4.43 | cum | - | - |
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