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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC | ₹8.5 L | L1 | Accepted-AOC AOC |
| 2 | L2₹8.5 LRejected-Finance | ₹8.5 L | L2 | Rejected-Finance rejected due to higher rates |
Tender Value
₹8.5 L
EMD Value
₹84,963
Closing Date
27 Apr 2026, 5:00 pmClosed
Executive Officer
Office Nagar Palika Parishad Kasganj Soron Gate Kasganj
Kasba kasganj ke Ward 22 main Idgah Road par masjid se Salim ke makan tak evn Bablu ke makan se Jaan Mohamm ke makan tak Rubbar moulded sadak nail nirman karya
2026_DOLBU_1139570_10
692/15Vitt/2026-2027RTender Date 20/04/2026
Open Tender
Civil Works
90 days
N.P.P Kasganj ki seema ke antargat Nirman kary
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,000
Yes
Executive Officer
₹84,963
Yes
27 May 2026
21 Apr 2026
28 Apr 2026
21 Apr 2026
27 Apr 2026
21 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1.01 | Earth work in fillinfg with cvartage 5.0km lead including compact in comp.position | - | cum | - | - | BI01010001010000000000000515BI0100001113 |
| 1.02 | consolidation of 22.4-53mm gauge stone ballast 10cm thick loose coat including repairing of patches picking up to old surface spreding ballast making medhies to retain water and carriage of water in comp.position | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.03 | cc in (1:5:10) mortor with 40mm gauge stone ballast c/sand and cement in foundation in comp.position (s.i- | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.04 | M-150 brick work in (1:4) mortar with cement and f/sand in drain in comp.position (s.i-6.1.1) | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.05 | 12 mm thick plaster in( mortar with :4)cement and f/sand on brick work in comp position (s.i-13.4.1) | - | Sqm | - | - | BI01010001010000000000000515BI0100001117 |
| 1.06 | Steel reinforcement for RCC wok including, straighting, cutting, bending, placing in poition and binding all complete upto plinth levele cold twisted bars | 1 | kg | - | - | BI01010001010000000000000515BI0100001118 |
| 1.07 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinthand string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up 6 to floor five level, including cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 1.08 | supply and laying of 80mm thick cc rubber mouid tile I-shape mechanically compressed interloking paver block manufactured by high pressure and control vibration machine having plan dimension 200*(160+120mm)with minium 5mm topping of O.P cement mixed with 25% marble powder .The compressive strength of concrete paver block shall not be less than 30Mpa and 4.5 kg per no.including cost of all material labour T&P etc Also including leveling and dressing of surface up to required level and slop filling joints with local sand (s.i-16.68) take 50% coloured tile | - | Sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 1.09 | supply and laying of 80mm thick cc rubber mouid tile I-shape mechanically compressed interloking paver block manufactured by high pressure and control vibration machine having plan dimension 200*(160+120mm)with minium 5mm topping of O.P cement mixed with 25% marble powder .The compressive strength of concrete paver block shall not be less than 30Mpa and 4.5 kg per no.including cost of all material labour T&P etc Also including leveling and dressing of surface up to required level and slop filling joints with local sand (s.i-16.68) take 50% gray tile | - | Sqm | - | - | BI01010001010000000000000515BI0100001121 |
| 1.1 | S/fixing sign board at site in comp.position | - | Nos | - | - | BI01010001010000000000000515BI0100001122 |
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