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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹19.7 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹19.9 L+₹21,168.37 (1.07%)Admitted-Finance | L2 | Admitted-Finance |
Tender Value
₹20.2 L
EMD Value
₹40,320
Closing Date
27 Aug 2026, 4:00 pmClosed
Executive Engineer
Kotranka
Construction of Road from Kandi Kha road to Chawri Mohalla Hubbi (Stage-I)
2026_PWDJK_321280_3
NIT No. 26 of 2026-27 dated 17.08.2026
Open Tender
Civil Works
Percentage
Kotranka
Please refer Tender documents.
4 documents required · 4 mandatory
₹600
Executive Engineer PWD RnB Division Kotranka
₹40,320
1 Sept 2026
18 Aug 2026
29 Aug 2026
18 Aug 2026
27 Aug 2026
18 Aug 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 | Earth work in Bulk excavation by mechanical means in all kind of soil 85% Soft rock 10% and Hard rock 5%. | 5,199 | Cum | 232.84 | ₹12,10,535.16 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 143 | Cum | 218.4 | ₹31,231.2 |
| 3 | 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: in all kinds of soil. | 86 | Cum | 256.85 | ₹22,089.1 |
| 4 | Providing and filling hand packed stone in wire crates including cost of stone and crate. | 173 | Cum | 1,800 | ₹3,11,400 |
| 5 | Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade. | 1,650 | Sqm | 2.8 | ₹4,620 |
| 6 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | 124 | Cum | 1,880.3 | ₹2,33,157.2 |
| 7 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete.900 mm dia. R.C.C. pipe | 37 | Rm | 3,951.5 | ₹1,46,205.5 |
| 8 | Carriage of stone by an average distance of 10 km by M.T. | 173 | Cum | 328.31 | ₹56,797.63 |
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