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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.6 LAdmitted-Finance | ₹42.6 L | L1 | Admitted-Finance |
| 2 | L2₹43.1 LAdmitted-Finance | ₹43.1 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | KHAGENDRA HOJAI L1 | WELSON MILLICK L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 6,360 | Sqm | 13 ₹82,680 | 13 ₹82,680 |
| 2.00 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms,lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. (i) Ordinary Rock | 238.5 | Cum | 456 ₹1.1 L | 461 ₹1.1 L |
| 3.00 | 16.9 : Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. | 5,119.51 | Sqm | 24 ₹1.2 L | 24 ₹1.2 L |
| 4.10 | Supplying and stacking at site. (i) 90 mm to 45 mm size stone aggregate | 93.25 | Cum | 2,714 ₹2.5 L | 2,746 ₹2.6 L |
| 4.20 | Supplying and stacking at site. (ii) 63 mm to 45 mm size stone aggregate cum | 314.77 | Cum | 2,382 ₹7.5 L | 2,410 ₹7.6 L |
| 4.30 | Supplying and stacking at site. (iii) Good earth | 45.01 | Cum | 565 ₹25,431.22 | 572 ₹25,746.29 |
| 5.00 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density | 453.03 | Cum | 763 ₹3.5 L | 772 ₹3.5 L |
| 6.00 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion. On W.B.M / W.M.M. @ 0.4kg/sqm | 7,501.82 | Sqm | 11 ₹82,520.02 | 11 ₹82,520.02 |
| 7.00 | 16.32: 2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). 16.32.2 With paving Asphalt grade VG - 30 with no solvent | 7,501.82 | Sqm | 213 ₹16.0 L | 216 ₹16.2 L |
| 8.00 | Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone
aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete. | 7,501.82 | Sqm | 114 ₹8.6 L | 115 ₹8.6 L |
Tender Value
₹49.6 L
EMD Value
₹99,000
Closing Date
17 Sept 2025, 5:00 pmClosed
As per NIT
As per NIT
Reconstruction of damaged Khandong Surge Shaft Road
2025_NEEPC_246500_1
NEEPCO Cnp KHPS LNIT No. 505 date 26.08.2025
Limited
Civil Works
60 days
As per NIT
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹99,000
Yes
8 Dec 2025
26 Aug 2025
19 Sept 2025
27 Aug 2025
17 Sept 2025
28 Aug 2025
Amount
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms,lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. (i) Ordinary Rock
16.9 : Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity.
Supplying and stacking at site. (i) 90 mm to 45 mm size stone aggregate
Supplying and stacking at site. (ii) 63 mm to 45 mm size stone aggregate cum
Supplying and stacking at site. (iii) Good earth
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density
Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion. On W.B.M / W.M.M. @ 0.4kg/sqm
16.32: 2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). 16.32.2 With paving Asphalt grade VG - 30 with no solvent
Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete.
Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all lift. All kinds of soil
WELSON MILLICK (BID ID -901839)
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