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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.8 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹5.9 L+₹8,054.94 (1.38%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹6.4 L+₹61,694.97 (10.6%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹6.6 L+₹77,778.04 (13.4%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹6.7 L+₹87,880.25 (15.1%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹8.9 L
EMD Value
₹17,880
Closing Date
7 Jul 2026, 4:00 pmClosed
Er Gurjeet singh
XEN PADDAR
REFER TO BOQ
2026_PWDJK_312466_3
e-NIT No. 11 of 2026-27 Dated 15-06-2026
Open Tender
Civil Works
Percentage
60 days
paddar
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD Division Paddar
₹17,880
15 Jul 2026
15 Jun 2026
8 Jul 2026
15 Jun 2026
7 Jul 2026
15 Jun 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 manual means 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:All kinds of soil : | 45.51 | cum | 479.3 | ₹21,812.94 |
| 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. | 45.51 | cum | 218.4 | ₹9,939.38 |
| 3 | P/L hand packed stone soling including cost and carriage | 9.16 | cum | 1,050 | ₹9,618 |
| 4 | Providing 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) | 18.28 | cum | 5,202.9 | ₹95,109.01 |
| 5 | Random Rubble masonry with hard stone in foundation and plinthincluding leveling up with cement concrete 1:6:12 (1 Cement : 6 coarsesand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with:
Cement mortar 1:6 (1 Cement : 6 coarse sand) | 60.64 | cum | 5,402.9 | ₹3,27,631.86 |
| 6 | Providing 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) | 1.5 | cum | 5,733.6 | ₹8,600.4 |
| 7 | Providing 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 2.54 | cum | 6,591.25 | ₹16,741.78 |
| 8 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete | 34.05 | sqm | 416.5 | ₹14,181.82 |
| 9 | 15mm Cement plaster on the rough side of single or half brick wall of mix:13.2.2 1 : 6 ( 1 cement : 6 fine sand) | 131.87 | sqm | 306.85 | ₹40,464.31 |
| 10Carriage of material by Mechanical Transport & Head Load including loading / unloading and stacking at site com | |||||
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