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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹17.8 LAccepted-AOC | ₹17.8 L | 1 | Accepted-AOC aoc |
| 2 | 2₹17.8 L+₹2,141.49 (0.12%)Rejected-Finance | ₹17.8 L+₹2,141.49 (0.12%) | 2 | Rejected-Finance second lowest |
Tender Value
₹17.9 L
EMD Value
₹35,000
Closing Date
22 Aug 2026, 12:00 pmClosed
EE RED DIV Ballia
EE RED DIV Ballia
LOT16 VIKASH KHAND HANUMANGANJ KE GRAM SABHA TIKHAMPUR ME BACHHA SINGH KE GHAR SE PAWAN SINGH AK SINGH KE GHAR SE PAWAN SINGH VINOD SINGH KE GHAR ARVIND SINGH KE GHAR SE DHARMENDRA SINGH KE GHAR SE SANJEEV SINGH PATRAKAR KE GHAR KE AAGE TAK NALI EVAM
2026_REDUP_1174312_1
950/EE/RED/2025-26/24-07-2026
Open Tender
Civil Works
Fixed-rate
90 days
ballia
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
₹35,000
Yes
16 Sept 2026
17 Aug 2026
24 Aug 2026
17 Aug 2026
22 Aug 2026
17 Aug 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 | Excavation in foundation in ordinary soil including lift up to 1.5m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth ad directed by the Engineer in charge up to a distance of 30m. from the foundation trenches MORD SPEC NO 300 | 1 | cum | - | - |
| 2 | Brick masonary work in cement mortar in foundation complete execluding pointing and plastering as per drawing and technical specification clause 600,1202 & 1203 | 1 | cum | - | - |
| 3 | Plastering with cement mortar(1:4) 15mm thick on substructure as per technical specification clause 613.4 & 1204 | - | sqm | - | - |
| 4 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 | - | cum | - | - |
| 5 | Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202, for Bars below 36 mm dia including over laps and wastage, where they are not welded.(M-125) | 1 | Qtl | 1 | ₹1 |
| 6 | WBM G-3(22.4-53mm)Providing laying and spreading and compacting stone ballast of specific Sizes to Water bound mecadam speci. Inc. spreading in uniform thickness, hand packing, rolling with theree wheel 8-10 ton static roller in stages 2 proper grade and camber, applying and brooming stone screening / binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical spec. clause 405.3 compacted thickness 75 mm | - | Cum | 1 | - |
| 7 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness asper design, over a prepared sub base, with 43 grade cement or any ofther type as per clause 1501.2.2 m 30 (Grade) , coarse and fine agregates conforming to IS: 383, maximum sixe of coarse aggregates not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capicity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork ( steel channel, laying and fixing of 125 micron thick polythin firm wedges, steel plates including leveling the formwork as per drawing) spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finshed in continuos 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. Curing compound ( where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 | - | cum | 1 | - |
| 8 | S/F of Signboard and photography | - | Job | - | - |
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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Tendernotice_1.pdf
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BOQ_2206298.xls
BOQ • 0.28 MB
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