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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹92.0 LAccepted-Finance | ₹92.0 L | L1 | Accepted-Finance L1 |
| 2 | L2₹99.1 LAccepted-Finance EAST CROSS STREET AT 67 M LENGTH IN VEERAGANU VEERAGANUR TOWN PANCHAYAT SALEM DISTRICT | ₹99.1 L | L2 | Accepted-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Original Affidavit and Necessary Documents Not Submitted, Hence Rejected |
| Sl No | Description | Qty | Unit | SRI AMMAN ASSOCIATES L1 | SRI AMMAN CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00Strengthening and Five Year Maintenance of the Road from Attur valapady road to A.karadepatti Perumapalayam Vannathikuttai KM 0/0-1/955 H/O West Rajapalayam | |||||
| 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. | 2,346 | Sqm | 6 ₹14,076 | 10 ₹23,460 |
| 3.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq m | 1,930 | Sqm | 23 ₹44,390 | 25 ₹48,250 |
| 4.00 | 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 etc. | 1,042.2 | Cum | 131 ₹1.4 L | 135 ₹1.4 L |
| 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. | 579 | Cum | 341 ₹2.0 L | 400 ₹2.3 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. | 579 | Cum | 2,783 ₹16.1 L | 2,950 ₹17.1 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. | 5,790 | sqm | 87 ₹5.0 L | 90 ₹5.2 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., | 5,790 | Sqm | 20 ₹1.2 L | 25 ₹1.4 L |
| 9.00 | Bituminous Macadam (Grade-II) 50mm Thick Using
VG30
Providing, laying 50mm consolidated thick
Bituminous Macadam using 0.20cum of 26.50-
13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of
2.36mm & below size IRC metal with 34.04 Kgs 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 required temperature using Central hot mix plant 20-
30ton 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
and fuel charges for 20-30t CMP with bitumen boiler,
tipper trucks, Paver Finisher, Vibratory roller and all
other tools and plant required, including all other
incidental charges etc., complete as per specification
using CMP as per clause 504 of MORTH Rev-5 | 289.5 | Cum | 9,189 ₹26.6 L | 10,150 ₹29.4 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 (using Plastic waste) | 144.75 | Cum | 11,681 ₹16.9 L | 12,500 ₹18.1 L |
Tender Value
₹97.7 L
EMD Value
₹98,000
Closing Date
20 Feb 2026, 3:00 pmClosed
Joint Director/Project Director
DRDA,Salem
Salem District - P.N.Palayam Block - Strengthening and Five Year Maintenance of the Road from Attur - Valapady Road to A.Karadepatti Perumapalayam - Vannathikuttai in NABARD - RIDF- 2026-2027 Package No.02
2026_RDTN_656804_25
Roc.No.875/2026/A3
Open Tender
Civil Works - Roads
180 days
DRDA
As per tender document
3 documents required · 3 mandatory
₹0
₹98,000
DRDA,Salem
14 May 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
16 Feb 2026
Strengthening and Five Year Maintenance of the Road from Attur valapady road to A.karadepatti Perumapalayam Vannathikuttai KM 0/0-1/955 H/O West Rajapalayam
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.
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq m
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 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 (Grade-II) 50mm Thick Using VG30 Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 34.04 Kgs 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 required temperature using Central hot mix plant 20- 30ton 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 and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5
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 (using Plastic waste)
Provision for Kilo Metre Stone - Nos
Provision for Hecta Metre Stone - Nos
Provision for Cautionary Sign board charges (60cm equilateral triangle)
Provision for Hardbed
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
Towards the charges for routline maintenance of the road work executed under NABARD including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost for carriageway width of 3.00m & 3.75m
For the First Year from the date of completion of work
For the Second Year from the date of cpmpletion of work
For the Third Year from the date of completion of work
For the Fourth Year from the date of completion of work
For the Fifth Year from the date of completion of work
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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