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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-Finance | ₹3.5 L | L1 | Accepted-Finance L1 |
| 2 | L2₹3.5 L+₹346.42 (0.10%)Rejected-Finance | ₹3.5 L+₹346.42 (0.10%) | L2 | Rejected-Finance L2 |
Tender Value
₹4.9 L
EMD Value
₹10,000
Closing Date
27 Jul 2026, 12:00 pmClosed
OFFICE OF EXECUTIVE ENGINEER RED VIKAS BHAWAN KNP
OFFICE OF EXECUTIVE ENGINEER RED VIKAS BHAWAN KNP
CONSTRUCTION OF TOILET AT GRAM RAM SARI BLOCK PATARA PRD INTER COLLEGE AT BLOCK PATARA
2026_REDUP_1169002_12
511/RED/NIVIDA/FILE-16/2026-27 DT 25.06.2026
Open Tender
Civil Works - Buildings
Percentage
120 days
KANPUR NAGAR
TECHNICAL PART
2 documents required · 2 mandatory
₹855
₹10,000
15 Sept 2026
22 Jul 2026
27 Jul 2026
22 Jul 2026
27 Jul 2026
22 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 |
|---|---|---|---|---|---|
| 1Description of work | |||||
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.ch-2 DSR-2.6.1 | 12.07 | cum | 129.73 | ₹1,565.84 |
| 1.02 | P/L in position cement concrete of specific grade excluding the cost of centering and shuttering all works upto plinth level in 1:4:8 cement c/ sand and 40 mm guage stone aggregate as per Chapter 5 SI 1 DSR/PWD spec 4.1.8 | 2.76 | cum | 4,978.74 | ₹13,741.32 |
| 1.03 | Class M-150 brick work in 1:6 cement and C/ sand mortar in fd. As per chpt-6,S.I. No.1, DSR/PWD spec 6.1.2 | 7.13 | cum | 5,212.81 | ₹37,167.34 |
| 1.04 | Class M-150 brick work in 1:4 cement and C/ sand mortar in fd. & plinth appron and soakpit As per chpt-6, S.I. No.1,DSR/PWD spce.-6.13.2 | 68.21 | cum | 821.36 | ₹56,024.97 |
| 1.05 | P/L of R.C.C. 1:1.5:3 with cement , coarse sand and 2cm gauge stone ballast. Column T beam slab as perChpt-5 S.I no 15 pwd/dsr 5.1.2 | 2.66 | cum | 6,611.34 | ₹17,586.16 |
| 1.06 | Centering and shutering including strututing proping etc and removal of form work for upto Vth Floor Ch-05 SI No. 3 DSR 5.9.5 | 23.24 | sqm | 538.22 | ₹12,508.29 |
| 1.07 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.as per PWD schd Chapter 5 SI 20 DSR/PWD spec 5.22 | 208.81 | kg | 78.82 | ₹16,458.4 |
| 1.08 | 12 mm cement plaster of mix1:6 (1 cement: 6 coarse sand) chpt-13 DSR 13.4.2 | 114.04 | sqm | 251.17 | ₹28,643.43 |
| 1.09 | 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) ch-13 DSR 13.7.1 | 12.88 | sqm | 321.04 | ₹4,135 |
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