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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹1.3 L+₹19,528.42 (17.6%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹1.5 L
EMD Value
₹2,920
Closing Date
22 Sept 2026, 5:00 pmClosed
EXECUTIVE ENGINEER REW KISHTWAR
Hall no.4 EXECUTIVE ENGINEER REW KISHTWAR
BOQ
2026_RDPR_324901_36
e-NIT No 113 of REW KISHTWAR 2026-27 Dated.15.09.2026
Open Tender
Civil Works
Percentage
30 days
KISHTWAR
NIT
2 documents required · 2 mandatory
₹600
Executive Engineer REW Kishtwar
₹2,920
28 Sept 2026
17 Sept 2026
24 Sept 2026
17 Sept 2026
22 Sept 2026
17 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 | Earth work in excavation by manual means 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 | 9.24 | cum | 479.3 | ₹4,428.73 |
| 2 | Dry stone pitching of any thickness including cost of stone | 7.92 | cum | 1,235.6 | ₹9,785.95 |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 6.6 | sqm | 286.35 | ₹1,889.91 |
| 4 | 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 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) in steps. | 5.94 | cum | 5,733.6 | ₹34,057.58 |
| 5 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse
sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with:
7.1.1 Cement mortar 1:6 (1 Cement : 6 coarse sand) | 6.34 | cum | 5,402.9 | ₹34,254.39 |
| 6 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone | 6.34 | cum | 2,793.8 | ₹17,712.69 |
| 7 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth,
leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge.
All kinds of soil : | 79.2 | sqm | 91.75 | ₹7,266.6 |
| 8 | Back filling of stones | 3.8 | cum | 937 | ₹3,560.6 |
| 9 | Carriage of Stone at an average Distance 500m M by H/L | 20.73 | cum | 698.68 | ₹14,483.64 |
| 10 | Carriage of sand & aggregate from 30 km by M/T and avg 500 mtr. by H/L | 10.49 | cum | 1,114.22 | ₹11,688.17 |
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