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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 CrAccepted-AOC NO 30 FIRST STREET PERIYAR NAGAR ARIYALUR 621704 | ARIYALUR | TAMIL NADU | 621704 | ₹2.7 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹2.8 Cr+₹9.1 L (3.35%)Rejected-AOC 1 367 SIVAN KOVIL STREET THONDAMATHURAI POST VEPPANTHATTAI TALUK PERAMBALUR DISTRICT | PERAMBALUR | TAMIL NADU | 621101 | ₹2.8 Cr+₹9.1 L (3.35%) | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | TPS CONSTRUCTION L1 | V.JANARTHANAN L2 |
|---|---|---|---|---|---|
| 1.00Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. complete. | |||||
| 1.01 | Km 0/0 - 4/0 | 6,118.85 | Sqm | 6 ₹36,713.1 Lowest | 8 ₹48,950.8 |
| 2.00Picking the existing black top/ WBM surface to 50mm depth including labour, hire charges for plants and all other incidental charges etc. complete as per MOST specification. | |||||
| 2.01 | Km 0/0 - 4/0 | 4,816 | Sqm | 23 ₹1,10,768 Lowest | 25 ₹1,20,400 |
| 3.00Earth 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 | |||||
| 3.01 | Km 0/0 - 4/0 | 1,699.68 | Cum | 140 ₹2,37,955.2 Lowest | 145 ₹2,46,453.6 |
| 4.00Providing and Laying Gravel to compacted thick including cost & 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 | |||||
| 4.01 | Km 0/0 - 1/0 | 293.62 | Cum | 900 ₹2,64,258 Lowest | 915 ₹2,68,662.3 |
| 4.02 | Km 1/0- 2/0 | 337.5 | Cum | 910 ₹3,07,125 Lowest | 915 ₹3,08,812.5 |
| 4.03 | Km 2/0 - 3/0 | 335.54 | Cum | 920 ₹3,08,696.8 Lowest | 925 ₹3,10,374.5 |
Tender Value
₹2.9 Cr
EMD Value
₹2.9 L
Closing Date
19 Feb 2026, 3:00 pmClosed
Project Director
DRDA, Ariyalur
Strengthening and 5 years Maintenance of road from Thirumanur - Elzhunachipuram road Km 0/0 - 4/0 in Package No.TN 30-03 in Thirumanur Block of Ariyalur District under NABARD RIDF 2026-27
2026_RDTN_656824_1
A3/391/2026,Dated.12.02.2026
Open Tender
Civil Works - Roads
Works
180 days
DRDA
As per Tender Document
4 documents required · 4 mandatory
₹0
₹2.9 L
5 Mar 2026
13 Feb 2026
19 Feb 2026
13 Feb 2026
19 Feb 2026
13 Feb 2026
Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. complete.
Picking the existing black top/ WBM surface to 50mm depth including labour, hire charges for plants and all other incidental charges etc. complete as per MOST specification.
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
Providing and Laying Gravel to compacted thick including cost & 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
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam (WMM) 250 mm thick, 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 Soil Compactor to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as pwe clause 406 of MORTH Rev-5
Providing and applying Primer Coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 7kg/10sqm using mechanical means as per MORD Technical Specification Clause 502
Providing and applying Tack Coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 2.50kg/10sqm on the prepared granular surface treated with prime & cleaned with Hydraulic broom as per MORD Technical Specification Clause 502
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 37 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
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
Supplying and fixing of Kilometer Stone
Supplying and fixing of Hectameter Stone
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 for founation
1.50 M Span RCC Slab Culvert @ 2200m
1.50 M Span RCC Slab Culvert @ 2950m
Supplying and filling foundation and basement with M-Sand in layers not more than 15cm thick, well rammed, watered and compacted complete complying with standard specifiction
1.50 M Span RCC Slab Culvert @ 2200m
1.50 M Span RCC Slab Culvert @ 2950m
Cement concrete 1:4:8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications
1.50 M Span RCC Slab Culvert @ 2200m
1.50 M Span RCC Slab Culvert @ 2950m
Cement concrete 1:3:6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications
1.50 M Span RCC Slab Culvert @ 2200m
1.50 M Span RCC Slab Culvert @ 2950m
Cement concrete 1:2:4 mix using 20mm HBG metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc., complete for Superstructure
1.50 M Span RCC Slab Culvert @ 2200m
1.50 M Span RCC Slab Culvert @ 2950m
Cement concrete 1:2:4 mix using 20mm HBG metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc., complete for Bed Block & Dirt wall
1.50 M Span RCC Slab Culvert @ 2200m
1.50 M Span RCC Slab Culvert @ 2950m
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 complying with standard specifications
1.50 M Span RCC Slab Culvert @ 2200m
1.50 M Span RCC Slab Culvert @ 2950m
Supplying and erecting centering for sides and soffits including supports for all reinforced cement concrete works like lintels, beams, etc., including strutting 3M high using Mild steel sheets of size 90cm × 60cm and B.G. 10, stiffened with Mild steel Angles of size 25mm × 25mm × 3mm laid over Silver oak (cw) joists of size 10cm × 6.5cm (Spaced about 91cm c/c) including removing the same after specified period without damaging RCC works in all floors etc., complete as directed by the departmental officers complying with relevant standard specifications (For Foundation & Superstructure)
1.50 M Span RCC Slab Culvert @ 2200m
1.50 M Span RCC Slab Culvert @ 2950m
Supplying and erecting centering for sides and soffits including supports for all reinforced cement concrete works like lintels, beams, etc., including strutting 3M high using Mild steel sheets of size 90cm × 60cm and B.G. 10, stiffened with Mild steel Angles of size 25mm × 25mm × 3mm laid over Silver oak (cw) joists of size 10cm × 6.5cm (Spaced about 91cm c/c) including removing the same after specified period without damaging RCC works in all floors etc., complete as directed by the departmental officers complying with relevant standard specifications (For Bed Block & Deckslab)
1.50 M Span RCC Slab Culvert @ 2200m
1.50 M Span RCC Slab Culvert @ 2950m
Supplying and fabricating and placing in position of MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors, etc., complete complying with standard specification.
1.50 M Span RCC Slab Culvert @ 2200m
1.50 M Span RCC Slab Culvert @ 2950m
Providing and fixing 20mm Bitumen felt for expansion joint between Bed Blockl and Deck slab including all labour charges etc., complete as directed by the departmental officers.
1.50 M Span RCC Slab Culvert @ 2200m
1.50 M Span RCC Slab Culvert @ 2950m
Providing and fixing Tar Paper for bearing Between Bed Block and Deck slab including all labour charges etc., complete as directed by the departmental officers.
1.50 M Span RCC Slab Culvert @ 2200m
1.50 M Span RCC Slab Culvert @ 2950m
Providing weepholes in Brick Masonry / Stone Masonry, Plain / Reinforced concrete Abutment, Wing wall, Return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (V) : 20 (H) towards drawing face complete as per drawing and technical specifications clauses 614, 709, 1204.3.7
1.50 M Span RCC Slab Culvert @ 2200m
1.50 M Span RCC Slab Culvert @ 2950m
Gravel filling between bodywall including cost and conveyance of gravel, labour for filling, watering and compacting etc., complete with standard specifications and as directed by the departmental officers.
1.50 M Span RCC Slab Culvert @ 2200m
1.50 M Span RCC Slab Culvert @ 2950m
Towards the charges for routline maintenance of the road work executed under NABARD RIDF 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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