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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.6 LAccepted-Finance | ₹12.6 L | L1 | Accepted-Finance not qualified |
| 2 | L2₹12.6 LSame as L1Rejected-Finance | ₹12.6 LSame as L1 | L2 | Rejected-Finance not qualified |
| 3 | L2₹12.6 LSame as L1Rejected-Finance | ₹12.6 LSame as L1 | L2 | Rejected-Finance not qualified |
Tender Value
₹14.8 L
EMD Value
₹1.5 L
Closing Date
30 Jul 2026, 3:00 pmClosed
c.e office
c. e. office kanpiur nagar nigam motijheel
zone-01 ward-32 me raipurwa ke antargat Dupty Padav Chautha se Kishor chuni wale tak Footpath wa patery Ka Sudhar Ka karya
2026_NNKAN_1173073_1
48/AA-1/2026-27
Open Tender
Civil Works
Fixed-rate
KANPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹1.5 L
Yes
19 Aug 2026
28 Jul 2026
30 Jul 2026
28 Jul 2026
30 Jul 2026
28 Jul 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 |
|---|---|---|---|---|---|
| 1.01 | NA-FS17013-DIMOLITION & DISMENTLING-New Dismentalllng of B.O.E soling/Inter locking tiles Including Stacking of servicable direction of EI/C (Labour only)material and disposal Dismentalllng of B.O.E soling/Inter locking tiles Including Stacking of servicable direction of EI/C (Labour only)material and disposal of unservicable material within a lead of 50m as per-Rate-11 per 1 Sqm. | - | sqm | 11 | - |
| 1.02 | sor-F1047-Materials-I shaped precast Interlocking Tiles Rubber Moulded ( compressive strength not less then 30MPA) at site I shaped precast Interlocking Tiles Rubber Moulded ( compressive strength not less then 30MPA) at site-Rate--21.00 per 1 Each | - | each | 21 | - |
| 1.03 | NA-FS31004-Non SOR-Construction of granual sub base (GSB) with well graded materails in uniform layer etc all complete. Construction of granular sub base (GSB) by providing coarse graded material, spreading in uniform layer with mortor grader on prepared surface, mixing by mixin place method with rotovator at OMC and compacting with viberatory roller to achieve the desired density as per clause 401.-Rate-3671 per 1 Cum. | - | cum | 3,671 | - |
| 1.04 | NA-S31011-Non SOR-Non SOR Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1cement : 3 coarser sand) including making joints with or without grooves (thickness of joints except ar sharp curve shall not to more than 5mm) including making drainage, opening wherever required complete etc. as per direction of Engg-in-charge (Length of finished kerb shall be measured for payment)-Rate-458 per 1 Rmt | 100 | rmt | 458 | ₹45,800 |
| 1.05 | DSRNO-4.2A.1.3+DSR NO 26.83-F32005-DSR-Providing and laying position ready mix or site batched design mix cement concrete of M25 grade with minium cement content of 270kg/cum etc all complete @(9005.85.14.50)(1x1x.08) &Applying stamping finish to the top surface of freshly laid plain/rcc specified grade in porticos,side work ,driveways,peel check and open yards as per direction of the E/I. @(762.75-14.5) Providing and laying position ready mix or site batched design mix cement concrete of M25 grade with minium cement content of 270kg/cum etc all complete @(9005.85.14.50)(1x1x.08) &Applying stamping finish to the top surface of freshly laid plain/rcc specified grade in porticos,side work ,driveways,peel check and open yards as per direction of the E/I. @(762.75-14.5)-Rate-1268 per 1 Sqm. | 400 | sqm | 1,268 | ₹5,07,200 |
| 1.06 | 5.34.1-FS5027-Concrete/R.C.C. Work-All works upto plinth level Providing and laying In position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured In fully automatic batching plant and transported to site of work In transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, Including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures In recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-In-charge. (Note :- Cement content considered In this item Is @ 330 kg/cum.Excess/less cement used as per design mix Is payable/recoverable separately).-Rate-9560.00 per 1 Cum. | 42 | cum | 9,560 | ₹4,01,520 |
| 1.07 | NA-FS31005-Non SOR-Construction of gullypit 0.60x0.60x0.75 as per KNN design etc all work Construction of gullypit of 0.60x0.60x0.75 m internal size with jali, labour, T&P etc, required for proper completion of work.-Rate-5180 per 1 nos. | 3 | nos | 5,180 | ₹15,540 |
| 1.08 | 18@ gst | - | Tax | 2,18,484.72 | - |
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