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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹31.6 LAdmitted-Finance | -47.37% | ₹31.6 L | L1 | Admitted-Finance |
| 2 | L2₹34.7 LAdmitted-Finance CHUCHOT GONGMA | -42.35% | ₹34.7 L | L2 | Admitted-Finance |
| 3 | L3₹35.4 LAdmitted-Finance | -41.10% | ₹35.4 L | L3 | Admitted-Finance |
| 4 | L4₹35.5 LAdmitted-Finance | -41.00% | ₹35.5 L | L4 | Admitted-Finance |
| 5 | L5₹35.9 LAdmitted-Finance NIMOO | THOUBAL | MANIPUR | 795103 | -40.30% | ₹35.9 L | L5 | Admitted-Finance |
Tender Value
₹60.1 L
EMD Value
₹1.2 L
Closing Date
13 Apr 2026, 4:00 pmClosed
Executive Engineer PWD Rnb division Leh
Office of the Executive Engineer Rnb division Leh
Construction of Compound walling including entrance gate at Graveyard ( Kaburistan ) at Skampari ( Under Capex )
2026_PWD_18698_1
E Tender 223 of R and B Division Leh
Open Tender
Civil Works - Others
95 days
Leh
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,000
Office of the Executive Engineer Rnb division Leh
₹1.2 L
22 Apr 2026
30 Mar 2026
15 Apr 2026
30 Mar 2026
13 Apr 2026
30 Mar 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m 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 soil as directed,within a lead of 50 m. All kinds of soil. | ||||||
| 2Dumping of stone including cost of stones in horizontal on level. | ||||||
| 3Providing 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | ||||||
Random rubble masonry with hard stone in foundation and plinth includinglevelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :
Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - | item 04 | |
Providing & fixing upto floor five level precast cement concrete solid blocks including hoisting and setting in position in cement mortar 1:3 (1cement:3 coarse sand), cost of required centring, shuttering and curing complete. 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20 mm nominal size) | - | cum | - | - | item 05 | |
Carriage of material from source to site of work by MT including loading, unloading and stacking complete. Cement/Steel……………… 1.0 kms | - | MT | - | - | item 06 | |
Sand………………………….20 kms | - | CUM | - | - | item 07 | |
Stone aggregate………………20kms | - | CUM | - | - | item 08 | |
Soling Stone………….20 kms | - | CUM | - | - | item 09 | |
Earth………………7.0 kms | - | CUM | - | - | item 10 | |
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