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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | -44.53% | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 CrAdmitted-Finance | -40.50% | ₹1.7 Cr | L2 | Admitted-Finance |
| 3 | L3₹2.4 CrAdmitted-Finance LADAKH AUTONOMOUS HILL DEVELOPMENT COUNCIL LEH OFFICE OF THE EXECUTIVE ENGINEER RURAL ENGINEERING WING LEH | -16.00% | ₹2.4 Cr | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Updated dates
Tender Value
₹2.8 Cr
EMD Value
₹6.6 L
Closing Date
7 Apr 2026, 2:00 pmClosed
Executive Engineer PWD RnB Nubra
Executive Engineer PWD RnB Nubra
Construction of link road Kristhang, Turtuk from GREF road. (Under Distt. Capex)
2026_PWD_18414_2
60 of PWD RnB Nubra 2025-26
Open Tender
Civil Works - Roads
1080 days
Nubra
Please refer Tender documents.
4 documents required · 4 mandatory
₹3,000
Executive Engineer PWD RnB Nubra.
₹6.6 L
20 Apr 2026
19 Mar 2026
9 Apr 2026
19 Mar 2026
7 Apr 2026
19 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 |
|---|---|---|---|---|---|
| 1Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m :All kinds of soil | |||||
| 2Filling available earth (excluding rock) in trenches, plinth , sides of foundations etc in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering , lead upto 50 m & lift upto 1.5 m. | |||||
| 3Carriage of earth within a lead of 5 Km | |||||
| 4Earth work in excavation by mechanical means (hydraulic excavator) 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 and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : | |||||
| 5Providing and laying stone soling hand packed . Incl. carraiage complete. | |||||
| 6Providing 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) | |||||
| 7Providing 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) | |||||
| 8Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | |||||
| 9Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. | |||||
| 10Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. | |||||
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