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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.6 CrAdmitted-Finance CHUBI LEH | LEH LADAKH | LADAKH | 194101 | -36.77% | ₹2.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.8 CrAdmitted-Finance AT NEW AREA DHARAMPUR SAMSTIPUR BIHAR 848101 | SAMASTIPUR | BIHAR | 848101 | -33.00% | ₹2.8 Cr | L2 | Admitted-Finance |
| 3 | L3₹3.0 CrAdmitted-Finance | -27.86% | ₹3.0 Cr | L3 | Admitted-Finance |
| 4 | L4₹3.4 CrAdmitted-Finance R O DISKIT | LEH LADAKH | LADAKH | 194101 | -18.00% | ₹3.4 Cr | L4 | Admitted-Finance |
| 5 | L5₹3.5 CrAdmitted-Finance | -16.00% | ₹3.5 Cr | L5 | Admitted-Finance |
Updated dates
Tender Value
₹4.2 Cr
EMD Value
₹9.9 L
Closing Date
7 May 2026, 2:00 pmClosed
Executive Engineer PWD RnB Nubra
Executive Engineer PWD RnB Nubra
Construction of Astro Turf Football ground at Diskit. (Under SDP)
2026_PWD_18739_3
02 of PWD RnB Nubra 2026-27
Open Tender
Civil Works - Others
720 days
Nubra
Please refer Tender documents.
4 documents required · 4 mandatory
₹3,000
Executive Engineer PWD RnB Nubra.
₹9.9 L
14 May 2026
8 Apr 2026
9 May 2026
9 Apr 2026
7 May 2026
9 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 | - | - |
| 2 | Ordinary rock | - | cum | - | - |
| 3 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited
layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | - | Mtr | - | - |
| 4 | 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 | - | - |
| 5 | 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 :64 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 6 | Earth work in rough excavation Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 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 in all kinds of soil: | - | cum | - | - |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 8 | 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 | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form work for :
Foundations, footings, bases for columns | - | sqm | - | - |
| 10 | Columns, piers, abutments, pillars, posts and struts | - | sqm | - | - |
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tech_eval.pdf
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BOQ_44827.xls
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