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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.1 LAdmitted-Finance | -21.51% | ₹12.1 L | L1 | Admitted-Finance |
| 2 | L2₹12.5 L+₹41,902.12 (3.47%)Admitted-Finance | -18.79% | ₹12.5 L+₹41,902.12 (3.47%) | L2 | Admitted-Finance |
| 3 | L3₹12.6 L+₹51,070.13 (4.23%)Admitted-Finance | -18.19% | ₹12.6 L+₹51,070.13 (4.23%) | L3 | Admitted-Finance |
| 4 | L4₹12.8 L+₹70,759.82 (5.86%)Admitted-Finance | -16.91% | ₹12.8 L+₹70,759.82 (5.86%) | L4 | Admitted-Finance |
| 5 | L5₹12.9 L+₹82,296.74 (6.82%)Admitted-Finance 1 SADHANA SOCIETY DEV BAUG DEVBAUG BHAVNAGAR GUJARAT 364001 | BHAVNAGAR | GUJARAT | 364001 | -16.16% | ₹12.9 L+₹82,296.74 (6.82%) | L5 | Admitted-Finance |
Tender Value
₹15.4 L
EMD Value
₹30,765
Closing Date
18 May 2026, 6:00 pmClosed
Executive Office Nagar Palika Sindhari
Executive Office Nagar Palika Sindhari
Construciton / Repair of Naali / Cross in Municipal Area Under Nagar Palika Sindhari
2026_DLB_555858_2
Nivida No 2026-27/07
Open Tender
Civil Works
Percentage
60 days
Executive Office Nagar Palika Sindhari
refer to TD
2 documents required · 2 mandatory
₹1,000
Executive Office Nagar Palika Sindhari
₹30,765
Yes
10 Jun 2026
4 May 2026
19 May 2026
4 May 2026
18 May 2026
4 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 50 metre sites as per direction of Engineer for following depths, below natural ground / Road top level. In all types soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m | 52.5 | Cum | 229.5 | ₹12,048.75 |
| 2 | Dismantling of existing structures like culverts, bridges, retaining wall, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. Cement Concrete Grade M-15 and above and PCC blocks | 31.5 | Cum | 678 | ₹21,357 |
| 3 | Carriage of Materials by mechanical transport including loading, unloading and stacking - Earth 1 Km | 84 | Cum | 161.51 | ₹13,566.84 |
| 4 | 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) | 26.25 | Cum | 4,575 | ₹1,20,093.75 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. All work upto plinth level: 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 70 | Cum | 5,400 | ₹3,78,000 |
| 6 | Supplying and fixing machine cut fine dressed Red/Pink sand stone dasa or coping, with full moulding if required laid on cement mortar 1:4 including pointing with admixture of pigment matching with the stone shade. 75 mm thick | 135 | Sqm | 1,664 | ₹2,24,640 |
| 7 | 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 | 101.25 | Sqm | 906 | ₹91,732.5 |
| 8 | Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP3 class (with 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 cost of 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 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.200 mm Iternal Diameter | 10 | Mtr | 597 | ₹5,970 |
| 9 | 300 mm Iternal Diameter | 10 | Mtr | 1,090 | ₹10,900 |
| 10 | 450 mm Iternal Diameter | 10 | Mtr | 1,846 | ₹18,460 |
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