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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.8 CrAdmitted-Finance | +3.00% | ₹2.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.8 CrAdmitted-Finance | +5.00% | ₹2.8 Cr | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical R O BOGDANG | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹2.7 Cr
EMD Value
₹6.3 L
Closing Date
12 Jan 2026, 4:00 pmClosed
Executive Engineer InFC division Leh
Office of the Executive Engineer InFC division Leh
Revival of Irrigation Canal Bonglathang Bogdang.(Under SDP)
2025_PWD_18201_1
90 of I and FC Division Leh 2025-26
Open Tender
Civil Works - Canal
720 days
LEH
Please refer to tender document
4 documents required · 4 mandatory
₹3,170
Payable To Executive Engineer InFC division Leh
₹6.3 L
heif Engineer office UT Ladakh
23 Mar 2026
19 Dec 2025
14 Jan 2026
20 Dec 2025
12 Jan 2026
20 Dec 2025
9 Jan 2026
Earth work in excavation by manual means infoundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of side sand ramming of bottoms, lif tupto 1.5m, including getting out the Excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. A. All kinds of soil 60%.
B. Ordinary soil 40%.
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) : 6 graded stone aggregate 40 mm nominal size)
Dumping stone excluding cost of stones.
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars.
Random rubble masonry with hard stone in foundation andplinth including levelling up with cement concrete1:6:12(1cement :6 coarse sand:12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand
Centering and shuttering including strutting, propping etc. and removal of form work for : A. Foundations, footings, bases for columns.
B. Suspended floors, roofs, landings, balconies and access platform.
C. Edges of slabs and breaks in floors and walls.Under 20 cm wide
Carriage of material from source to site by mechanical transport. A. Sand an avg lead 10 kms.
B. Stone agg an avg lead 20 kms.
C. Cement an avg lead 190 kms.
Carriage of material from source to site by Headload. A. Sand and stone agg an avg lead 600 mtr.
Carriage of material from source to site by mechanical transport. A. Stone agg an avg lead 100 mtr.
B. Cement an avg lead 600 mtr.
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