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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11.8 LAdmitted-Finance | -0.30% | ₹11.8 L | L1 | Admitted-Finance |
| 2 | L2₹12.0 L+₹15,407.95 (1.30%)Admitted-Finance | +1.00% | ₹12.0 L+₹15,407.95 (1.30%) | L2 | Admitted-Finance |
Tender Value
₹11.9 L
EMD Value
₹23,707
Closing Date
12 Aug 2026, 5:00 pmClosed
EXECUTIVE OFFICER
OFFICE OF THE MUNICIPAL BOARD PILANI
Construction of an RCC sewer pipeline from Pritam Swami house to the main drain on Dhindhwa Road in Ward No. 30.
2026_DLB_580897_7
NPPILANI/VIKAS/2026-27/1745
Open Tender
Civil Works
Percentage
90 days
PILANI
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
EXECUTIVE OFFICER
₹23,707
Yes
15 Aug 2026
3 Aug 2026
13 Aug 2026
3 Aug 2026
12 Aug 2026
3 Aug 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 | Dismantling of existing structures like culverts, bridges, retaining walls, 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 | 5.63 | CUM | 678 | ₹3,817.14 |
| 2 | 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 1.5m
pipe hoda 255.75
Chamber 26.93 | 282.68 | CUM | 229.5 | ₹64,875.06 |
| 3 | Carriage of Materials by mechanical transport including loading, unloading and stacking :up 3km | 288.3 | CUM | 209.35 | ₹60,355.61 |
| 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). | 3.46 | CUM | 4,575 | ₹15,829.5 |
| 5 | Providing granular bedding having width = outer dia of pipe (Bc) + 500mm, thickness below pipe = 0.25Bc or 100mm (whichever is higher) and haunching = 0.5Bc, with graded hard crusher broken stone of 100% passing through 20mm sieve, 20 to 50 % passing through 10mm sieve and 100 % retain on 6.3mm sieve, laying in layers of thickness 10/15cm including ramming, consolidation etc complete for all type of pipes of following sizes as per drawing and or as directed by Engineer.600 mm internal diameter | 155 | Rmt | 490 | ₹75,950 |
| 6 | 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) | 18.79 | Cum | 6,340 | ₹1,19,128.6 |
| 7 | Providing and laying TMT bar reinforcement at any level in foundation/ pile/ pile cap complete as per drawing and clause 1600of MoRT&H Specification including all material, abourand machinery. 40kg/Cum (chamber wall+chamber bed =51.20 Cum X 0.04 Tonne/Cum) | 0.75 | Tonne | 83,600 | ₹62,700 |
| 8 | Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for :Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. Chamber wall | 285.12 | Sqm | 367 | ₹1,04,639.04 |
| 9 | 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 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 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 | 155 | rmt | 2,459 | ₹3,81,145 |
| 10 | Providing and fixing cow catcher made of R.S. joist angles channels
MS rounds including cutting welding and fabrication with priming
coat of red oxide (as per design). Chamber mesh(PER MESH 240 KG) | 2,650 | Kg | 104 | ₹2,75,600 |
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