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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹97.6 LAccepted-Finance 452 36D KAMARAJAR NAGAR LALGUDI TIRUCHIRAPPALLI 621 601 | TIRUCHIRAPPALLI | TAMIL NADU | 621601 | ₹97.6 L | L1 | Accepted-Finance Quoted L1 Rate |
| 2 | L2₹1.1 CrRejected-Finance NO 152 E V R NAGAR SRIRANGAM TIRUCHIRAPPALLI 5 | TIRUCHIRAPPALLI | TAMIL NADU | 620001 | ₹1.1 Cr | L2 | Rejected-Finance Quoted L2 Rate |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically not Qualified |
| Sl No | Description | Qty | Unit | T NEDUMARAN L1 | NATIONAL CONSTRUCTION COMPANY L2 |
|---|---|---|---|---|---|
| 1.00 | Strengthening the Road From Sirumayakudi AD Colony Road Km 0/0-1/870 (R-51)
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. comp. | 2,332.8 | Sqm | 6 ₹13,996.80 | 10 ₹23,328 |
| 2.00 | 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 | 577.8 | cum | 140 ₹80,892 | 150 ₹86,670 |
| 3.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 1,853.9 | Sqm | 23 ₹42,639.70 | 30 ₹55,617 |
| 4.00 | Providing laying and compacting U.S Gravel material on prepared sub-grade in accordance with the requirements of the specification.The materials shall be laid in one or more layers as sub-base as necessary according to lines. grades and cross sections hown inthe drawing or as directed by the Engineer. Gravelling for Hard Shoulders. KM 0/0-1/000 | 178.15 | cum | 395 ₹70,369.25 | 450 ₹80,167.50 |
| 5.00 | KM 1/000-1/870 | 155.56 | cum | 395 ₹61,446.20 | 450 ₹70,002 |
| 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. KM 0/0-1/0 | 445.36 | Cum | 2,730 ₹12.2 L | 3,000 ₹13.4 L |
| 7.00 | KM 1/000-1/870 | 388.88 | cum | 2,730 ₹10.6 L | 3,000 ₹11.7 L |
| 8.00 | 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 0/0-1/0 | 2,969.1 | Sqm | 88 ₹2.6 L | 150 ₹4.5 L |
| 9.00 | KM 1/000-1/870 | 2,610 | Sqm | 88 ₹2.3 L | 150 ₹3.9 L |
| 10.00 | 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. complete KM 0/0-1/0 | 2,977.8 | Sqm | 21 ₹62,533.80 | 30 ₹89,334 |
Tender Value
₹1.0 Cr
EMD Value
₹1.0 L
Closing Date
20 Feb 2026, 3:00 pmClosed
Project Director
Project Director
Strengthening the Sirumayakudi AD Colony Road Km 0/0-1/870 in Sirumayakudi Panchayat (R-51) Lalgudi Block,Tiruchirappalli District under NABARD - RIDF 2026-27,pkg 17
2026_RDTN_655902_17
DIPR.968/TENDER/2026
Open Tender
Civil Works - Roads
180 days
Tiruchirappalli
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.0 L
DRDA Tiruchirappalli
27 Mar 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
18 Feb 2026
Strengthening the Road From Sirumayakudi AD Colony Road Km 0/0-1/870 (R-51) 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. comp.
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 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
Providing laying and compacting U.S Gravel material on prepared sub-grade in accordance with the requirements of the specification.The materials shall be laid in one or more layers as sub-base as necessary according to lines. grades and cross sections hown inthe drawing or as directed by the Engineer. Gravelling for Hard Shoulders. KM 0/0-1/000
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 0/0-1/0
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 0/0-1/0
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. complete KM 0/0-1/0
BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II ) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 KM 0/0-1/0
Provision for HM stone etc., Complete
Provision for KM stone etc., Complete
Provision for 60 Cm Equilateral Triangle Cautionary SignBoard
6.00 m RCC Slab culvert @ Ch-30m Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
Cement concrete 1 : 4: 8 mix using 40mm HBG metal for foundation including watering , centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc Below Sill
Above Sill
Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed .
Cement concrete 1 : 2 : 4 mix using 20mm 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 and as directed.
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed .
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
Supplying and Fabricating and placing in position 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 stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Retaining Wall @ Ch-30m Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Cement concrete 1 : 4: 8 mix using 40mm HBG metal for foundation including watering , centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Centering charges for the wall sides and deck slab sides to site including labour charges
Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed .
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
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 IRCSP- 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 the First Year from the date of completion of work
For the Second Year from the date of completion 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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