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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Accept |
| 2 | Accepted-Technical | Accepted-Technical Accept |
| 3 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹36.6 L
EMD Value
₹73,000
Closing Date
27 Jul 2026, 12:00 pmClosed
E.E. R.E.D. Division Azamgarh
R.E.D. Department Viakas Bhawan Azamgarh
Construction work of CC road up to Pasi Basti on the north side of the main road in Gram Sabha Dharnipur Block Palhna-1
2026_REDUP_1170382_1
665/RED/Azh/2026-27 Dt 09.07.2026
Open Tender
Civil Works
Fixed-rate
90 days
Azamgarh
Please Refer Tender Document
3 documents required · 3 mandatory
₹2,715
₹73,000
18 Aug 2026
20 Jul 2026
27 Jul 2026
20 Jul 2026
27 Jul 2026
20 Jul 2026
20 Jul 2026 - 27 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 |
|---|---|---|---|---|---|
| 1 | Dismentling of Old B.O.E. Soling | 582.4 | sqm | 7.7 | ₹4,484.48 |
| 2 | Brick soling with Straight over burnt brick laid on edge and dry including preparation of sub grade to presentation camber and including supply of brick, filling joints with Fine sand spreading a blinding coat of one cm depth of local earth or PI 5 to 7% sand over entire surface and including labour T&P etc require for proper complition of work.as. per S.I. No. 786 | 582.4 | sqm | 73.15 | ₹42,602.56 |
| 3 | Excavation in foundation in ordinary soil including lift upto 1.50 M and lead upto 30M. Including watering ramming and dressing etc.
SI.No.251 | 180.36 | cum | 104.5 | ₹18,847.62 |
| 4 | Earth work in cutting or embankment in ordinary soil excavation to be in form of regular pits not exceeding 0.50 metre depth and earth work in embankment to be in 20Cm (8") layers including ramming and dresing the surface to required level and slopes and also | 287.28 | cum | 85.5 | ₹24,562.44 |
| 5 | Concrete with 4 cm gauge brick ballast Fine sand of 1.25 F.M and cement in proportion of 1:6:12 in foundation and under floor including supply of all materials labour T & P etc. required for proper completion of the work. S.I.No.273 | 36.09 | cum | 2,992.5 | ₹1,07,999.33 |
| 6 | Brick masonary work in cement mortar in foundation complete
excluding pointing and plastering as per drawing and technical specification clause 600,1202 & 1203 | 112.77 | cum | 6,467.6 | ₹7,29,351.25 |
| 7 | By Mix in Place Method 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 wheel smooth will roller to
achieve the desired density, complete as per Clause 401.A GSB | 61.92 | cum | 2,944.05 | ₹1,82,295.58 |
| 8 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill-up the interstices of coarse aggregate, watering and
compacting to the required density. as per Clause 405 A | 84.46 | cum | 3,751.55 | ₹3,16,855.91 |
| 9 | Construction of plain cement concrete pavement thickness 15 cm, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 (Grade) coarse sand fine aggregatges conforming to IS.383. maximum size of coarse aggregate not exceeding 25mm. mixed in a concrete mixer of not less than 0.1 cum. capacity and appropriate weigh batcher using approved mxi design. laid in approved fixed side formwork & 125 micron thickness polythene film including levelling the formwork as per drawing, spreading the concrete with sholvels rakes compacted using meedle, screed and plate vibrator and finished in continuous operation including provision of contraction and expansion curing of concrete slabs for 14 days curing compound and water finishing to lines and
grade as per drawing and Technical specififcation clause 1501 | 197.32 | cum | 8,393.25 | ₹16,56,156.09 |
| 10 | Making contraction joint in road lip type, @ 3.00 M interval including supply of necessary quanity of filler brick, tile, all materials
, labour, tools and plants etc. required for proper completion of the
work | 357 | rm | 37.05 | ₹13,226.85 |
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