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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.1 LAdmitted-Finance | -20.99% | ₹3.1 L | L1 | Admitted-Finance |
| 2 | L2₹3.4 L+₹27,465.67 (8.83%)Admitted-Finance | -14.01% | ₹3.4 L+₹27,465.67 (8.83%) | L2 | Admitted-Finance |
| 3 | L3₹3.7 L+₹55,954.42 (18.0%)Admitted-Finance | -6.77% | ₹3.7 L+₹55,954.42 (18.0%) | L3 | Admitted-Finance |
Tender Value
₹4 L
EMD Value
₹8,000
Closing Date
27 May 2026, 6:00 pmClosed
EE PWD CITY DIV. KOTA
EE PWD CITY DIV. KOTA
Various repair works in the fifth class government quarters located in Civil Lines
2026_CEPWD_562505_3
EE PWD CITY DIV. KOTA NITNO-01/2026-27
Open Tender
Civil Works
Percentage
90 days
KOTA
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
500 EE PWD CITY DIV. KOTA
₹8,000
Yes
2 Jun 2026
25 May 2026
29 May 2026
25 May 2026
27 May 2026
25 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 | Dismantling stone slab/ terrazo chip flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meters lead. | 20 | Sqm | - | - |
| 2 | Demolishing cement concrete manually/ by mechanical means
including disposal of material within 50 metres lead as per
direction of Engineer-in-charge. 1: 4: 8 or leaner mix. | 20 | Cum | - | - |
| 3 | Excavating trenches of required width for pipe cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr.: All kinds of soil Pipes cables, etc. exceeding 80mm dia but not exceeding 300mm dia. | 100 | Mtr | - | - |
| 4 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 160 mm dia | 25 | Mtr | - | - |
| 5 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. Providing & Laying C.C. 1:3:6 (Stone Agreegate 20mm nominal size) all around PVC Pipe including 7.5 cm thick bed concerte [Width & Height = Dia of Pipe in CM+15CM] excluding cost of Pipe & Excavation of trenches etc. PVC pipe 110 mm dia | 85 | Mtr | - | - |
| 6 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. Providing & Laying C.C. 1:3:6 (Stone Agreegate 20mm nominal size) all around PVC Pipe including 7.5 cm thick bed concerte [Width & Height = Dia of Pipe in CM+15CM] excluding cost of Pipe & Excavation of trenches etc. PVC pipe 160 mm dia | 20 | Mtr | - | - |
| 7 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix
1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). | 12 | Cum | - | - |
| 8 | Construction of manhole in all type of soil inner size 90 X 60 Cm. 300 mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring, making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C. flooring, Cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead. Depth up to 0.5 M Deduct in Item No 3.19.1 for manhole with brick work 230 mm thick in place of 300 mm thick stone masonry | 3 | Each | - | - |
| 9 | Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m,10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. -do- size 600 x 450mm depth upto 0.5 M Cement cover with frame. Deduct for using brick work 230 mm thick in place of 300 mm thick stone masonry | 5 | Each | - | - |
| 10 | Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m,10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. -do- size 450 x 450mm depth upto 0.5 M Cement cover with frame Deduct for using brick work 230 mm thick in place of 300 mm thick stone masonry | 10 | Each | - | - |
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