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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹16.9 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹17.1 L+₹18,644.06 (1.10%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹17.3 L+₹35,593.21 (2.10%)Admitted-Finance | L3 | Admitted-Finance |
Tender Value
₹16.9 L
EMD Value
₹1.7 L
Closing Date
2 Jun 2026, 5:00 pmClosed
EO, NPP Baraut
NPP Baraut
06 - Kasba Baraut ke vibhin sthano per satigrasth siwer ke dhakkan avm RCC lepan nirman karya.
2026_DOLBU_1153233_6
119/2026-27, Dt. 02-05-2026
Open Tender
Miscellaneous Works
Percentage
180 days
Baraut
Tender Fee EMD and other documents as per tender documents/NIT
2 documents required · 2 mandatory
₹2,000
EO, NPP Baraut
₹1.7 L
22 Jul 2026
25 May 2026
3 Jun 2026
25 May 2026
2 Jun 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 | Earth work in excavation by mechanical means (hydraullic excavator ) / manual over area (exceeding 30cm in depth 1.5 m in width as well as 10 sqm on plan ) including getting out and disposal excavated earth lead upto 50m and lift up to 1.5m in comp position D.S.R 2023 SI NO 2.6.1 | - | cum | 132.9 | - |
| - | Contruction of granular sub- base by providing well graded material spreading in uniform layers with motor grader on prepared surface ,mixing by mix in place method with rotavtor at OMC,and compacting with smooth wheel roller to achieve the desired drnsity ,as per MORD,specification 401 | - | cum | 3,400 | - |
| - | Dismentling reinforced cement concrete or reinforced brick work including stacking of material as directed by the engineer in charge s.i 694 | - | cum | 1,000 | - |
| - | provinding and laying in position cement concrete of specifed grade excluding the cost of centering and shuttering 1;4;8 (1 cement 4 coarse sand zone 111)derived from natural sources 8 grade stone aggregates 40mm nominal size derived from natural source ) DSR 2023SI.NO. 4.1.8 | - | cum | 5,100 | - |
| - | 12 mm thick plaster in (1:4) mortar with cement and f/sand on brick work in comp position DSR 2023 SI NO 13.4.1 | - | sqm | 267 | - |
| - | CC in (1:2:4)mortor on brick work top with approved stone grit cement and c/sand in comp.position DSR2023 SI. NO . 4.1.3 | - | cum | 5,890 | - |
| - | Rcc work in wall in any (any thickness ) including attached pilasters buttress plinth and string course filets coloumn pillars piears abutments posts and stuts etc above plinth level up to floor five level excluding cost of centering ,shuttering finishing and reinforcement ((1:1.5;3) derived from natural sources ; grade 3 graded stone aggregates 20 mm nominal size derived from natural sourcess D.S.R2023 S.I NO 5.2.2 | - | cum | 8,122 | - |
| - | mild steel in rcc work in comp.position s.i. no 504 | - | kg | 8,500 | - |
| - | 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 | - | sqm | 1,090 | - |
| - | Laying of 80mm thick interlocking tiles . In labour rate. New item | - | sqm | 85 | - |
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