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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹63.4 LAdmitted-Finance | -48.53% | ₹63.4 L | L1 | Admitted-Finance |
| 2 | L2₹65.3 L+₹1.9 L (2.99%)Admitted-Finance | -46.99% | ₹65.3 L+₹1.9 L (2.99%) | L2 | Admitted-Finance |
| 3 | L3₹69.9 L+₹6.6 L (10.4%)Admitted-Finance | -43.20% | ₹69.9 L+₹6.6 L (10.4%) | L3 | Admitted-Finance |
| 4 | L4₹72.1 L+₹8.7 L (13.7%)Admitted-Finance 10 370 NEAR GEETA MANDIR GAS GODAM ROAD OBRA OBRA SONBHADRA UTTAR PRADESH 231219 INDIA | SONBHADRA | UTTAR PRADESH | 231219 | -41.47% | ₹72.1 L+₹8.7 L (13.7%) | L4 | Admitted-Finance |
| 5 | L5₹79.6 L+₹16.2 L (25.6%)Admitted-Finance | -35.35% | ₹79.6 L+₹16.2 L (25.6%) | L5 | Admitted-Finance |
Tender Value
₹1.2 Cr
EMD Value
₹2.5 L
Closing Date
8 Sept 2026, 6:00 pmClosed
Executive Engineer PWD(RandB) Div Khour
Executive Engineer PWD(RandB) Div Khour
Construction of Road from main road Kanshalian to Muthi near Bishan Dass Patha. (Under District Capex Budget 2026-27) (Ist Call)
2026_PWDJK_322710_1
Short e-NIT No. 31 of 2026-2027/Khour Dated 29-08-2026
Open Tender
Civil Works
Percentage
240 days
KHOUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,000
Executive Engineer PWD(RandB) Div Khour
₹2.5 L
Yes
Executive Engineer PWD(RandB) Div Khour
14 Sept 2026
29 Aug 2026
9 Sept 2026
29 Aug 2026
8 Sept 2026
29 Aug 2026
5 Sept 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil | 1,350 | sqm | 24.12 | ₹32,562 |
| 2 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge | 540 | cum | 1,885.95 | ₹10,18,413 |
| 3 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom.With rapid setting bitumen emulsion. On W.B.M. /W.M.M. @ 0.4 Kg/sqm | 3,600 | sqm | 30.9 | ₹1,11,240 |
| 4 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm 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).With paving Asphalt grade VG-30 with no solvent | 3,600 | sqm | 268.15 | ₹9,65,340 |
| 5 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-30 bitumen per cum of fine aggregate and 0.60 cumof fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete | 3,600 | sqm | 102.85 | ₹3,70,260 |
| 6 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: 2.9.1 All kinds of soil : | 1,135 | cum. | 256.85 | ₹2,91,524.75 |
| 7 | Dumping stone excluding cost of stones. in Horizontal on level | 984.96 | cum. | 237.9 | ₹2,34,321.98 |
| 8 | Hand-packing stones in wire-crates; excluding cost of crates and stones | 984.96 | cum. | 371.15 | ₹3,65,567.9 |
| 9 | Supply of stone for wire crates. | 837 | cum. | 700 | ₹5,85,900 |
| 10 | Supply of wire crates (all leads/lifts complete)
wire die 4.00mm
Mesh / Aperture size 80 x 100 mm
crate size 1.20 x 1.20 x 6 m | 114 | No. | 5,000 | ₹5,70,000 |
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