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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹21.8 LAdmitted-Finance | -15.30% | ₹21.8 L | L1 | Admitted-Finance |
| 2 | L2₹23.1 L+₹1.4 L (6.26%)Admitted-Finance | -10.00% | ₹23.1 L+₹1.4 L (6.26%) | L2 | Admitted-Finance |
| 3 | L3₹23.2 L+₹1.4 L (6.38%)Admitted-Finance | -9.90% | ₹23.2 L+₹1.4 L (6.38%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹25.7 L
EMD Value
₹51,440
Closing Date
1 Jun 2026, 1:00 pmClosed
COMMISSIONER
NAGAR PARISHAD GANGAPUR CITY
Repair and renovation of nala and cross required at cleaning of nala
2026_DLB_561542_1
1211-02
Open Tender
Civil Works
Percentage
90 days
GANGAPUR CITY
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
COMMISSIONER/MDRISL
₹51,440
Yes
5 Jun 2026
22 May 2026
2 Jun 2026
22 May 2026
1 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 | 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. | - | CUM | 229.5 | - |
| 2 | Dismantling of existing structures like culverts, bridges, retainingwalls, CC road and other structure comprising of masonry, cementconcrete, wood work, steel work, including T&P and scaffolding
wherever necessary, sorting the dismantled material, disposal ofunserviceable material and stacking the serviceable material with alllifts and lead of 50 metres as directed by Engineer.
2.4.2 Cement Concrete Grade M-15 and above and PCC blocks | - | CUM | 678 | - |
| 3 | 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 | - |
| 4 | Providing and fixing stone slab covering of required size over drains
including filling of joints with cement sand mortar 1:3 complete as
per direction of Engineer-in-charge.
Average thickness 60 to 75 mm | - | CUM | 906 | - |
| 5 | Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:4 (1 cement : 4 coarse sand) | - | CUM | 5,130 | - |
| 6 | Cement plastering including T&P, scaffolding, material and completelabpour, including cost of water, curing, racking of joints etc. with 20mm cement plaster of mix 1:4 (1 cement : 4 fine/ coarse sand: | - | SQM | 315 | - |
| 7 | Carriage of Materials by mechanical transport including loading, unloading and stacking :: Earth ( 2 Km) | - | CUM | 185.54 | - |
| 8 | Centring and shuttering with plywood or steel sheet upto two stories
or height upto 7.5 metre above plinth level including strutting,
propping etc. and removal of form for :
22.1.1 Foundations, footings, bases of columns, etc. for mass concrete. | - | SQM | 236.5 | - |
| 9 | Providing and laying in position cement concrete of specified grade
excluding the cost of centring and shuttering - All work upto plinth
level :1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20
mm nominal size). | 1 | CUM | 5,910 | ₹5,904.09 |
| 10 | Providing at site, lowering & laying in trenches, aligning & jointing of
RCC pipes NP3 class (with s/s ends) IS: 458 - 1988 (amended up to
date) marked and pipes from 300 mm upto 2000 mm manufactured
through vertical / vibrated casting process all levels with Rubber
gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including costof Rubber gaskets lubricants) as per drawing, sectional hydro testing
of the sewer pipe line (including cost and conveyance of water to
site for testing) etc., complete as directed by Engineer. Note : E/w to
be measured and paid separately. Length of pipe shall be measured
in between the outer wall of two manholes / Inspection chambers.
Pipe in the manhole/inspection chamber’s wall shall deemed to be
included in the item of manhole/inspection chamber shall not be
payable. 600 mm internal diameter | - | MTR | 2,459 | - |
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