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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.4 LAdmitted-Finance | -35.18% | ₹7.4 L | L1 | Admitted-Finance |
| 2 | L2₹7.7 L+₹32,587.95 (4.40%)Admitted-Finance | -32.33% | ₹7.7 L+₹32,587.95 (4.40%) | L2 | Admitted-Finance |
| 3 | L3₹8.2 L+₹82,213.10 (11.1%)Admitted-Finance | -27.99% | ₹8.2 L+₹82,213.10 (11.1%) | L3 | Admitted-Finance |
| 4 | L4₹8.3 L+₹87,701.60 (11.8%)Admitted-Finance | -27.51% | ₹8.3 L+₹87,701.60 (11.8%) | L4 | Admitted-Finance |
| 5 | L5₹8.7 L+₹1.3 L (17.4%)Admitted-Finance | -23.88% | ₹8.7 L+₹1.3 L (17.4%) | L5 | Admitted-Finance |
Tender Value
₹11.4 L
EMD Value
₹22,869
Closing Date
30 Apr 2026, 6:00 pmClosed
Executive Officer
MUNICIPALOFFICE GHARSANA
Rain water harvesting work (4 NOS) at various places Gharsana.
2026_DLB_551774_4
NPGSN/NIRMAN/2026-27/38
Open Tender
Civil Works
Percentage
Gharsana
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
MUNICIPAL BOARD
₹22,869
Yes
24 Jul 2026
17 Apr 2026
1 May 2026
20 Apr 2026
30 Apr 2026
20 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 |
|---|---|---|---|---|---|
| 1CIVIL WORK | |||||
| 1.01 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m | - | CUM | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :
1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). | - | Cum | - | - |
| - | Brick work with FPS bricks of class designation 75 in foundation and plinth in:
Cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | Cum | - | - |
| - | Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix :
1:6 (1 cement : 6 fine/ coarse sand) | - | Sqm | - | - |
| - | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.
40mm thick | - | Sqm | - | - |
| - | Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Hot rolled deformed bars | - | Kg. | - | - |
| - | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level :
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | - | Cum | - | - |
| - | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. | 1,000 | Kg. | - | - |
| - | Construction of tube-well from ground levels to accommodate housing and assembly pipe of following sizes in all types of alluvium strata by percussion/ rotary drilling method and with gravel as per IS:4097-1967 and packing as per IS:2800 (Part I -& II) 1979 as amended upto date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes, with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles. The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water).
Nominal bore 250 mm dia | - | Mtr | - | - |
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