Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 CrAccepted-Finance | ₹2.8 Cr | L1 | Accepted-Finance ACCEPTED DUE TO LOWEST RATE QUOTED |
| 2 | L2₹2.9 CrRejected-Finance | ₹2.9 Cr | L2 | Rejected-Finance REJECTED DUE TO HIGHER RATE QUOTED |
Tender Value
₹3.0 Cr
EMD Value
₹17 L
Closing Date
17 Apr 2026, 12:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer, Bahraich-Shrawasti Circle, P.W.D., Bahraich
CC ROAD (USING RMC PLANT), INTERLOCKING TILES, DRAIN AND OTHER MISCELLANEOUS INFRASTRUCTURE RELATED WORKS FOR THE NEW COLONY COMPLEX OF DISPLACED VILLAGE BHARTHAPUR UNDFER BLOCK MIHIPURWA IN BAHRAICH DISTRICT VIDHANSABHA-BALHA
2026_CEDPW_1135612_1
1447 /8 Kam/e_Tendering/BRH-SWT Circle/2025-26 Dated - 01-04-2026
Open Tender
Civil Works - Roads
60 days
Bahraich
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹17 L
Yes
Bahraich
22 Apr 2026
10 Apr 2026
17 Apr 2026
10 Apr 2026
17 Apr 2026
10 Apr 2026
13 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 |
|---|---|---|---|---|---|---|
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | - | Cum | - | - | BI01010001010000000000000515BI0100001113 | |
Granular Sub Base Grade I:- Construction 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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | - | Cum | - | - | BI01010001010000000000000515BI0100001114 | |
WBM Grading 3:-Providig, laying, spreading and compacting stone aggregated of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth whee roller 80-100 Kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clauses 405. | - | Cum | - | - | BI01010001010000000000000515BI0100001115 | |
Cement Concrete Pavement :- Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with OPC 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.20 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days including Trimixing by floating method & adding hardener in required quantity and depth upto 5 cm complete as per directions of Engineer-In-charge to meet Tenchinal specifications. | - | Cum | - | - | BI01010001010000000000000515BI0100001116 | |
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | - | Cum | - | - | BI01010001010000000000000515BI0100001117 | |
Providing and laying Cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone ballast 40 mm. nominal size) including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete also including cost of formwork in foundation and floors. | - | Cum | - | - | BI01010001010000000000000515BI0100001118 | |
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 | - | Cum | - | - | BI01010001010000000000000515BI0100001119 | |
R.C.C. Work M20:- Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | - | Cum | - | - | BI01010001010000000000000515BI0100001120 | |
15 mm thick plaster with cement mortar in proportion of 1:3 cement and coase sand PWD SOR 583 | - | Sqm | - | - | BI01010001010000000000000515BI0100001121 | |
Providing and applying white cement based putty of aveage thickness 1 mm of approved brand and manufacturer , over the plastered wall surface to prepare the surface even and smooth complete. DSR 13.80 | - | Sqm | - | - | BI01010001010000000000000515BI0100001122 |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.40 MB
T2.pdf
Tender Documents • 0.50 MB
BOQ_2120308.xls
BOQ • 0.25 MB
Download all tender documents and submit your bid