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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.0 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹9.0 L+₹90.42 (0.01%)Admitted-Finance | L2 | Admitted-Finance |
Tender Value
₹9.0 L
EMD Value
₹18,080
Closing Date
11 May 2026, 4:00 pmClosed
Executive Engineer
Kotranka
Construction of Damaged R/wall on road from RK Road Km 20th Jarran wali to Kuchan wali
2026_PWDJK_309191_27
NIT No. 03 of 2026-27 dated 30.04.2026
Open Tender
Civil Works
Percentage
Kotranka
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
Executive Engineer PWD RnB Division Kotranka
₹18,080
19 May 2026
2 May 2026
12 May 2026
2 May 2026
11 May 2026
2 May 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 | Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables etc.(Not exceeding 1.5m in width) and for shafts, wells cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5 mtr including disposal of excavated earth upto 1 mtr from cutting edge ,disposed earth is to be leveled and neatly dressed in (All kind of soil) | 90 | Cum | 479.3 | ₹43,137 |
| 2 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 8 | Cum | 5,202.9 | ₹41,623.2 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.All works upto plinth level in 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) crushed. | 96 | Cum | 5,733.6 | ₹5,50,425.6 |
| 4 | Stone filling hand packed in horizontal on level including cost of stones. | 35 | Cum | 937.9 | ₹32,826.5 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations: footings, bases of columns etc. for mass concrete. | 164 | Sqm | 286.35 | ₹46,961.4 |
| 6 | providing and fixing of PVC pipes for weep holes | 30 | Mtr | 221 | ₹6,630 |
| 7 | 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 | 14 | Cum | 1,880.3 | ₹26,324.2 |
| 8Carriage consumption | |||||
| 0.9 | Carriage of sand from source to site of construction average lead 150 kms by M.T. including loading and unloading and stacking at site complete | 45 | cum | 1,845.14 | ₹83,031.3 |
| 0.9 | Carriage of below 40mm aggregates average lead 20 kms by M.T. including loading and unloading and stacking at site complete | 90 | cum | 685.94 | ₹61,734.6 |
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