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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹19.6 LAdmitted-Finance | -60.70% | ₹19.6 L | L1 | Admitted-Finance |
| 2 | L2₹22.5 L+₹2.8 L (14.5%)Admitted-Finance | -55.00% | ₹22.5 L+₹2.8 L (14.5%) | L2 | Admitted-Finance |
| 3 | L3₹22.5 L+₹2.9 L (14.5%)Admitted-Finance | -54.99% | ₹22.5 L+₹2.9 L (14.5%) | L3 | Admitted-Finance |
| 4 | L4₹23.1 L+₹3.5 L (17.9%)Admitted-Finance | -53.67% | ₹23.1 L+₹3.5 L (17.9%) | L4 | Admitted-Finance |
| 5 | L5₹26.5 L+₹6.8 L (34.9%)Admitted-Finance | -47.00% | ₹26.5 L+₹6.8 L (34.9%) | L5 | Admitted-Finance |
Tender Value
₹50.0 L
EMD Value
₹99,920
Closing Date
18 Aug 2026, 4:00 pmClosed
Er Rajesh Kumar
Executive Engineer PWD R and B Division Basohli
Please refer in BOQ
2026_PWDJK_320098_1
e-NIT No. 60 of 2026-27 dated 07-08-2026
Open Tender
Civil Works
Percentage
120 days
Basohli
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD R and B Division Basohli
₹99,920
Executive Engineer PWD R and B Division Basohli
20 Aug 2026
8 Aug 2026
19 Aug 2026
9 Aug 2026
18 Aug 2026
12 Aug 2026
11 Aug 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 bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. a) All kinds of soil. = 80% | |||||
| 1.01 | a) All kinds of soil. = 80% | 10,494.5 | cum | 187.3 | ₹19,65,619.85 |
| 1.02 | Ordinary rock = 20% | 2,623.62 | cum | 392.8 | ₹10,30,557.94 |
| 2 | Filling available excavated 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 and lift upto 1.5 m. | 1,803.61 | cum | 218.4 | ₹3,93,908.42 |
| 3 | Earthwork in excavation in all kinds of soil by mechanical means (Hydraulic excavator) in trenches for foundation, drains, pipes etc. (not exceeding 1.5m in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on Plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out the excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 mtr. | 231.94 | cum | 256.85 | ₹59,573.79 |
| 4 | Providing and laying cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: a) 1:5:10 (1 cement:5 coarse sand:10 graded stone aggregate 40mm nominal size). | 11.72 | Cum | 4,826.5 | ₹56,566.58 |
| 5 | Providing and laying cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: a) 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) | 42.32 | Cum | 5,733.6 | ₹2,42,645.95 |
| 6 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. a) 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 12.29 | Cum | 7,564.8 | ₹92,971.39 |
| 7 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone. | 66.08 | Cum | 2,793.8 | ₹1,84,614.3 |
| 8Centering and shuttering including strutting propping etc. and removal of form work for:- | |||||
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