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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.9 CrAccepted-AOC | ₹2.9 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹3.3 CrRejected-Finance | ₹3.3 Cr | 2 | Rejected-Finance L2 |
| 3 | Rejected-Technical 12F ALOOKARAN HOUSE WOODCOCK ROAD ST MARYS HILL OOTY NILGIRIS DISTRICT 643 001 | THE NILGIRIS | TAMIL NADU | 643001 | - | - | Rejected-Technical NOT ELIGIBLE |
| 4 | Rejected-Technical | - | - | Rejected-Technical INELIGIBLE |
| Sl No | Description | Qty | Unit | APP INFRA TECH L1 | K K MATHAN L2 |
|---|---|---|---|---|---|
| 1.00Strengthening of road from Thuneri to Hullupatty km 0/0-2/400. H/O Thuneri,Udhagai Block in The Nilgiris | |||||
| 2.00 | 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 | 2,880 | Sqm | 7.77 ₹22,377.60 | 8 ₹23,040 |
| 3.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 2,400 | Sqm | 28.57 ₹68,568 | 32 ₹76,800 |
| 4.00Providing 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 2 | |||||
| 5.00 | KM 0/0 - 1/0 | 309.5 | Cum | 3,265.79 ₹10.1 L | 3,736 ₹11.6 L |
| 6.00 | KM 1/0 - 2/0 | 308 | Cum | 3,265.79 ₹10.1 L | 3,736 ₹11.5 L |
| 7.00 | KM 2/0 - 2/4 | 123 | Cum | 3,265.79 ₹4.0 L | 3,736 ₹4.6 L |
| 8.00Construction 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 | |||||
| 9.00 | KM 0/0 - 1/0 | 495.2 | Cum | 8,188.76 ₹40.6 L | 9,369 ₹46.4 L |
| 10.00 | KM 1/0 - 2/0 | 492.8 | Cum | 8,215.56 ₹40.5 L | 9,399 ₹46.3 L |
Tender Value
₹3.4 Cr
EMD Value
₹3.4 L
Closing Date
20 Feb 2026, 10:00 amClosed
ADDL COLLECTOR DEV
DRDA THE NILGIRIS
Strengthening of Thuneri to Hullupatty road Km 0.0 -2.4 H.o Thuneri, Udhagai block
2026_RDTN_657916_1
NABARD 2026-27 THUNERI P04
Open Tender
Civil Works - Roads
180 days
Thuneri, Udhagai
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹3.4 L
Yes
13 Mar 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
Strengthening of road from Thuneri to Hullupatty km 0/0-2/400. H/O Thuneri,Udhagai Block in The Nilgiris
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
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
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 2
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
Provision for Kilo Metre Stone - Nos
Provision for Hecta Metre Stone - Nos
Provision for Sign board charges (60 Cm Circle)
V shape drain
Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, Sectioning the street to lay concrete pavement per SS 20A.
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 for 10 cum.
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 10 cum.
Retaining wall
Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, Sectioning the street to lay concrete pavement per SS 20A.
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 for 10 cum.
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...,
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 10 cum.
provision for Weepholes 110mm dia PVC Pipe
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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