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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹18.5 LAdmitted-Finance R O PHYANG | PHYANG | LEH | LADAKH | 194101 | -42.90% | ₹18.5 L | L1 | Admitted-Finance |
| 2 | L2₹19.4 L+₹93,975.55 (5.08%)Admitted-Finance | -40.00% | ₹19.4 L+₹93,975.55 (5.08%) | L2 | Admitted-Finance |
| 3 | L2₹19.4 L+₹93,975.55 (5.08%)Admitted-Finance | -40.00% | ₹19.4 L+₹93,975.55 (5.08%) | L2 | Admitted-Finance |
| 4 | L3₹20.6 L+₹2.1 L (11.2%)Admitted-Finance R O SPITUK | -36.50% | ₹20.6 L+₹2.1 L (11.2%) | L3 | Admitted-Finance |
| 5 | L4₹21.0 L+₹2.5 L (13.5%)Admitted-Finance STAKMO | -35.19% | ₹21.0 L+₹2.5 L (13.5%) | L4 | Admitted-Finance |
Tender Value
₹32.4 L
EMD Value
₹64,800
Closing Date
1 May 2026, 4:00 pmClosed
Executive Engineer PWD Rnb division Leh
Office of the Executive Engineer Rnb division Leh
Construction of road from Phyang to Darma foundation centre Phyang ( by way of Edge wall and R/wall)
2026_PWD_18745_3
E Tender 04 of R and B Division Leh
Open Tender
Civil Works - Others
Percentage
45 days
Leh
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,000
Office of the Executive Engineer Rnb division Leh
₹64,800
7 May 2026
10 Apr 2026
4 May 2026
10 Apr 2026
1 May 2026
10 Apr 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 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. | - | CUM | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 20 mm nominal size derived from natural sources) | - | CUM | - | - |
| - | Dumping stone including cost of stones in Horizontal on level. | - | CUM | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level :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) | - | cum | - | - |
| - | Providing and laying MS pipe in proper gradient by excavation of trenches laying of pipe carriage with complete job 250 mm Dia | - | Nos | - | - |
| - | Providing and laying 60mm thick faciory made cement in required colour and
pattern over and including 50mm thick compacted bed of coarse sand, filling the
concrete interlocking paver block of M -30 grade made by block making machine
with strong vibratory compaction, of approved size, design & shape, laid joints
with line sand etc. all complete as per the direction of Engineer-in-charge. | - | sqm | - | - |
| - | Providing and fixing PVC waste pipe of required dia inluding bends, Tee door bend, L bend trap jointed with addisive material ISI marked like prince, vector or equivalent brand all complete job. | - | Nos | - | - |
| - | Random rubble masonry with hard stone in foundation and plinth including
levelling 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 | - | - |
| - | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4
(1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone
aggregate 12.5mm nominal size derived from natural sources) | - | sqm | - | - |
| - | Carriage of material by Mechanical Transport from source to site. Cement an avg lead …........................... 2 km | - | MT | - | - |
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