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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.9 LAccepted-Finance | ₹16.9 L | L1 | Accepted-Finance ok |
| 2 | L2₹17.6 L+₹74,070.15 (4.38%)Accepted-Finance | ₹17.6 L+₹74,070.15 (4.38%) | L2 | Accepted-Finance ok |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹18.6 L
EMD Value
₹37,120
Closing Date
2 Jun 2026, 1:00 pmClosed
EO MUNICIPAL BOARD NAWALGARH
EO MUNICIPAL BOARD NAWALGARH
Construction of wall Near Ambedkar Hostal in Nawalgarh
2026_DLB_561198_1
Enit 08/2026-27/01
Open Tender
Civil Works
Percentage
90 days
Construction of wall Near Ambedkar Hostal in Nawal
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EO MUNICIPAL BOARD NAWALGARH
₹37,120
Yes
6 Jul 2026
22 May 2026
3 Jun 2026
22 May 2026
2 Jun 2026
22 May 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 |
|---|---|---|---|---|---|
| 1.01 | 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 | 229.5 | - |
| 1.02 | Carriage of Materials by mechanical transport including loading, unloading and stacking :: earth up to 03 Km | - | Cum | 200.11 | - |
| 1.03 | 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 | 4,575 | - |
| 1.04 | Centring and shuttering upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : | - | sqm | 426 | - |
| 1.05 | 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 | 83.3 | - |
| 2 | 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 | 6,340 | - |
| 3 | Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) | - | Cum | 4,860 | - |
| 4 | Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) | - | Cum | 6,300 | - |
| 5 | 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: 1:4 (1 cement : 4 fine/ coarse sand) | - | sqm | 277.5 | - |
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