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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹16.0 LAdmitted-Finance | -0.15% | ₹16.0 L | L1 | Admitted-Finance |
| 2 | L2₹16.1 L+₹10,414.78 (0.65%)Admitted-Finance | +0.50% | ₹16.1 L+₹10,414.78 (0.65%) | L2 | Admitted-Finance |
Tender Value
₹16.0 L
EMD Value
₹32,046
Closing Date
12 Aug 2026, 5:00 pmClosed
EXECUTIVE OFFICER
OFFICE OF THE MUNICIPAL BOARD PILANI
Construction of drains on both sides of the road from Ramchandra Nayak house to Sajjan Singh house in Ward No. 03.
2026_DLB_580897_6
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
₹32,046
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 | Sludge clearance of drains, channels canals with lift 1.5 Mtr andlead up to 50 Mtr. | - | Cum | 411 | - |
| 2 | 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
DRAIN | - | CUM | 678 | - |
| 3 | 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
DRAIN | - | CUM | 229.5 | - |
| 4 | Carriage of Materials by mechanical transport including loading, unloading and stacking :up 5km | - | CUM | 254.76 | - |
| 5 | 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).
DRAIN | - | CUM | 4,575 | - |
| 6 | 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 : Foundations, footings, bases of columns, etc. for mass concrete. | - | SQM | 236.5 | - |
| 7 | 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). | - | CUM | 5,910 | - |
| 8 | 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. including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar. 40mm thick | - | SQM | 422.5 | - |
| 9 | Stone work (machine cut edges) for wall lining etc. (veneer work) backing filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing by means of cramps which shall be paid for separately) :30 mm thick | 1 | SQM | 2,036 | ₹2,033.96 |
| 10 | 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 stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete. (M.S. ANGLES 75MM X 75 MM , THICK= 5, WEIGHT PER MTR=5.7 KG ) | - | KG | 113.5 | - |
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