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Tender Value
₹4.1 L
EMD Value
₹40,862
Closing Date
19 Jun 2026, 5:00 pm
EO, NPP Baraut
NPP Baraut
05 - Kasba Baraut Ward No. 17 Dilip Vihar mai Bhopal Singh ke makan se Harender Singh ke makan tk C.C Sadak/ Nali nirman karya.
2026_DOLBU_1155771_5
138/2026-27, Dt. 19-05-2026
Open Tender
Miscellaneous Works
90 days
Baraut
Tender Fee EMD and other documents as per tender documents/NIT
2 documents required · 2 mandatory
₹483
EO, NPP Baraut
₹40,862
1 Jun 2026
1 Jun 2026
20 Jun 2026
1 Jun 2026
19 Jun 2026
1 Jun 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 | Construction of embankment /patri with material obtained from borropit cartage 5.00km . Construction of embankment / patri with material obtained from borropits cartage 5.00 km . Construction of embankment /patri with approved material obtained from borrow pits with all lift and leads transporting to site spreading grading to required slope and compacting to meet requirement of table 300.2 | - | cum | 270 | - | BI01010001010000000000000515BI0100001115 |
Cc in (1:4:8) in nalla bed with 4cm gauge b/ballast cement c/sand in comp.position (s.i-281) | - | cum | 4,780 | - | BI01010001010000000000000515BI0100001116 | |
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 | 1 | cum | 3,400 | ₹3,399.66 | BI01010001010000000000000515BI0100001117 | |
CC in( 1;2;4) in drain bed with 2.0 cm gauge stone grit cement c/ sand in comp. /possition .s.i 279 | 1 | cum | 5,650 | ₹5,649.44 | BI01010001010000000000000515BI0100001118 | |
Contruction of un-reinforced,dowel jointed at expansion and contruction joint only ,plain cement concrete pavement ,thickness as per design ,over a prepared sub-base with 43 grade cement @400kg per cum ,coarse and fine aggregates confirming to IS 383 maxium size of coarse aggregates not exceeding 25mm,mixed in abatching and mixing plant as per approved mix design transported to site laid with a fixed form or slip from paver , spread ,compacted and finished in a continous opration including provision of contruction ,expension contruction and longitudinaten joints ,joint filler ,separatio membrane ,sealant primer ,joint sealent ,debonding strip,dowel bar ,tie rod ,admixtures as approved ,curing compound ,finishing to line and grade as per drawing including 14 days curing in comp .position (new item8 (1) | - | cum | 7,500 | - | BI01010001010000000000000515BI0100001119 | |
s/fixing sign board at site in comp .position . | - | nos | 5,000 | - | BI01010001010000000000000515BI0100001120 | |
STEEL WORK WELDED IN BUILT UP SECTIONS / FRAMED WORK INCLUDING CUTTING HOISTING FIXING IN POSITION AND APPLYING A PRIMING COAT OF APPROVED STEEL PRIMER USING STRUCTURAL STEEL ETC AS REQUIRED . IN GRADING FRAMES GUARD BAR LADDER RALLING BRACKETS GATES AND SIMILAR WORKS INcluding leaser cutting in complete/ possition in DSR 10.25 .2 | - | qtl | 12,500 | - | BI01010001010000000000000515BI0100001121 |
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