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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹84.2 LAccepted-AOC 9 305 NACHIPUDUR KALAPPANAICKENPATTI SENDAMANGALAM NAMAKKAL 637 404 | NAMAKKAL | TAMIL NADU | 637404 | ₹84.2 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹86.9 LRejected-Finance CHINNAMUDHLAIPATTY | ₹86.9 L | L2 | Rejected-Finance Highest bidder hence Rejected |
| 3 | Rejected-Technical 9 187 KATTURKOTTAI UTHIRAKIDIKAVAL KALAPPPANAYAKKENPATTY NAMAKKAL 637404 | NAMAKKAL | NAMAKKAL | TAMIL NADU | 637404 | - | - | Rejected-Technical original Affidavit Not Submitted |
| Sl No | Description | Qty | Unit | NPR CONSTRUCTIONS L1 | SRI MARUTHAKALIYAMMAN CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00Strengthening the road from Thembalam - Kulivalavu road to Alavadi Km 0/0-0/400 H/O Valappurnadu (R371) | |||||
| 2.00Clearing Scrub jungles including and removing from site, disposal by burying or burning etc., complete as directed by the departmental officers. | |||||
| 3.00 | Km 0/000-0/400 | 108 | Sqm | 8 ₹864 | 9.25 ₹999 |
| 4.00Picking BT Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4 | |||||
| 5.00 | Km 0/000-0/400 | 410 | Sqm | 32 ₹13,120 | 34 ₹13,940 |
| 6.00Providing 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. | |||||
| 7.00 | Km 0/000-0/400 | 184.5 | Cum | 3,375 ₹6.2 L | 3,490 ₹6.4 L |
| 8.00Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | |||||
| 9.00 | Km 0/000-0/400 | 1,230 | Sqm | 105 ₹1.3 L | 108 ₹1.3 L |
| 10.00Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | |||||
Updated dates
Tender Value
Refer Docs
EMD Value
₹88,600
Closing Date
13 Jan 2026, 3:00 pmClosed
The Project Director
DRDA Namakkal
Strengthening to the 2 Road works from Thembalam - Kulivalavu road to Alavadi and AsakkaduPuthakkal road to Kadaivalavu road at Kollihills Blockof Namakkal District under Savings Fund 2025-26 Pkg.No1 /NKL/Savings 2025-26
2025_RDTN_636676_1
DIPR/6778/Tender/2025
Open Tender
Civil Works - Roads
180 days
Kolli Hills
Required Documents as Per Schedule
4 documents required · 4 mandatory
₹0
₹88,600
DRDA Namakkal
18 Feb 2026
26 Dec 2025
13 Jan 2026
26 Dec 2025
13 Jan 2026
2 Jan 2026
2 Jan 2026
Clearing Scrub jungles including and removing from site, disposal by burying or burning etc., complete as directed by the departmental officers.
Picking BT Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4
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.
Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
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
Providing and fixing of Retro Reflectorised Cautionary, Mandatory Signs with Definition Plate made out of High Intensity Grade Prismatic Sheeting conforming to IRC-67:2010 & ASTM D 4956-09,Type IV Specification and Fixed over 1.5 mm thick Aluminium Sheet
60cm Equilaterial triangle sign board
Supply and Fixing of H.M Stones etc.,
Provision for Name Board charges
Strengthening the road from Asakadu - Puthakkal road to Kadaivalavu road Km 0/00-0/800 H/O valappurnadu (R126)
Clearing Scrub jungles including and removing from site, disposal by burying or burning etc., complete as directed by the departmental officers.
Collection and supply of gravel from average lead of 1km including cost and conveyance to site and stacking to departmental gauge for premeasurement .
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .
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.
Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
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
Provision for CC Drain
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
Cement concrete 1 : 4 : 8 mix using 40mm HBG 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 HBG metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete.
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 for 10 cum
Centering for Sides and Soffits including cost and conveyance of materials and labour charges etc complete.
Providing and fixing of Retro Reflectorised Cautionary, Mandatory Signs with Definition Plate made out of High Intensity Grade Prismatic Sheeting conforming to IRC-67:2010 & ASTM D 4956-09,Type IV Specification and Fixed over 1.5 mm thick Aluminium Sheet
60cm Equilaterial triangle sign board
Supply and Fixing of H.M Stones etc.,
Provision for Name Board charges
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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