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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-AOC SALEM TAMIL NADU | ₹1.9 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.0 CrRejected-AOC 1 72A PACHANAMPATTY PO OMALUR TALUK SALEM 636 455 | SALEM | TAMIL NADU | 636455 | ₹2.0 Cr | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical CHINNAPPAMPATTI PO OMALUR TK SALEM DT | - | - | Rejected-Technical Original Affidavit and other Necessary Documents Not Submitted, Hence Rejected |
| 4 | Rejected-Technical 1 82 ANNA NAGAR 5TH STREET DHARMAPURI MAIN ROAD KOTTAMETTUPATTI VILLAGE OMALUR 636455 | OMALUR | SALEM | TAMIL NADU | 636455 | - | - | Rejected-Technical Original Affidavit Not Submitted, Hence Rejected |
| Sl No | Description | Qty | Unit | MRP Constractors L2 | D KAMARAJ L1 |
|---|---|---|---|---|---|
| 1.00Strengthening the road from V.Kongarapatty to Orgoundan Kattuvalavu km 0/0 – 3/5 H/O Veppillai | |||||
| 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. | 4,743.07 | sqm | 7 ₹33,201.49 | 6.35 ₹30,118.49 |
| 3.00 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A | 907.2 | cum | 175 ₹1.6 L | 140.4 ₹1.3 L |
| 4.00 | picking the old bt surface etc | 4,139.75 | cum | 23 ₹95,214.25 | 23.3 ₹96,456.18 |
| 5.00 | Providing and laying including cost and conveyance of gravel from approved sources to work site including
labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100%
compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other
incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side
berms. | 1,185.77 | cum | 310 ₹3.7 L | 341 ₹4.0 L |
| 6.00 | 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 | 1,862.88 | Cum | 2,400 ₹44.7 L | 2,400 ₹44.7 L |
| 7.00 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM
surface preparatory to another bituminous construction over it. | 12,419.25 | sqm | 83 ₹10.3 L | 84.2 ₹10.5 L |
| 8.00 | Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1
for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges,
rentals for machinery, fuel and all other incidental charges etc. | 12,419.25 | sqm | 20 ₹2.5 L | 19.3 ₹2.4 L |
| 9.00 | Bituminous Macadam to 50mm thick (Grade - I) Using VG30 & Plastic Waste Providing and laying Bituminous Macadam to 50mm thick using 0.20 cum of 26.5-13.20mm,0.43 cum of 13.20-2.36mm and 0.26cum of 2.96 & below IRC HBG metal with 58.66 kgs of VG30 bitumen with 3.74kg of Plastic Waste 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 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 clause 507 of MORTH. | 620.97 | Cum | 9,905 ₹61.5 L | 8,812.4 ₹54.7 L |
| 10.00 | BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste 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 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 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 | 310.48 | cum | 11,100 ₹34.5 L | 11,173.8 ₹34.7 L |
Updated dates
Tender Value
₹2.0 Cr
EMD Value
₹2.0 L
Closing Date
19 Nov 2025, 3:00 pmClosed
Additional Collector (Dev) (I/c)
DRDA, Salem
Salem District - Kadayampatty Block - Strengthening the road from V.Kongarapatty to Orgoundan Kattuvalavu km 0/0 - 3/5 H/O Veppillai - in MGSMT- 2025-26 Savings Fund - Package No.06-2025-2026
2025_RDTN_619168_6
Roc.No.5346/2025/A3
Open Tender
Civil Works - Roads
180 days
DRDA
As per tender document
3 documents required · 3 mandatory
₹0
₹2.0 L
DRDA, Salem
5 Feb 2026
1 Nov 2025
19 Nov 2025
1 Nov 2025
19 Nov 2025
1 Nov 2025
7 Nov 2025
Amount
Strengthening the road from V.Kongarapatty to Orgoundan Kattuvalavu km 0/0 – 3/5 H/O Veppillai
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.
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A
picking the old bt surface etc
Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms.
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
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.
Bituminous Macadam to 50mm thick (Grade - I) Using VG30 & Plastic Waste Providing and laying Bituminous Macadam to 50mm thick using 0.20 cum of 26.5-13.20mm,0.43 cum of 13.20-2.36mm and 0.26cum of 2.96 & below IRC HBG metal with 58.66 kgs of VG30 bitumen with 3.74kg of Plastic Waste 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 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 clause 507 of MORTH.
BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste 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 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 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
Provison for sign board
Provison for HM stone
Provison for KM stone
Construction of Culvert 1.5m Span Ch 1140
Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B etc
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
Cement concrete 1:3:6 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 for Foundation
Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for Superstructure
Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for bed blocks
Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for Deckslab
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and Superstructure For Abutment /Pier using Mild Steel Sheets of Size 90x60cm and 10 Gauges Stiffened,Welded With Mild Steel Angles
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and Superstructure For Abutment /Pier using Mild Steel Sheets of Size 90x60cm and 10 Gauges Stiffened,Welded With Mild Steel Angles
Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length,bending to shape and tying in position and forming grills for all R.C.C works
Providing and fixing seepage pipes of 100 mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900 mm. Dia. Semi spherical back fill arrangements with 100 mm. size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill IN BETWEEN THE ABUTMENTS AND RETURNS. (For weep holes)
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
Providing and fixing Weepholes of 100 mm dia. PVC pipes of required lengths including cost and conveyance of all materials to work site, cost and labour Etc Complete.
Providing and Laying Gritty Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting and all other incidental charges such as traffic barricading and providing danger lights etc, complete.
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
MRP Constractors (BID ID -1514684)
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