Tender For Under District Lucknow, Construction Of cement concrete Road And Drain From The House Of Shri Sanjay Singh To The House Of Shri Rakesh Kumar Mishra In Hariharpur Nilamtha, Lot No 3
Tender Value
15.50 Lakhs
Estimated cost
Bid Submission
31 Aug 2026
6 days left
EMD
31000
Bank guarantee accepted
Document Fee
950
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Lucknow → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Under District Lucknow, Construction Of cement concrete Road And Drain From The House Of Shri Sanjay Singh To The House Of Shri Rakesh Kumar Mishra In Hariharpur Nilamtha, Lot No 3
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in excavation for structure as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing, removal of stumps and other deletrious materials and disposal upto a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable matrial. As per DSR (2.8.1) |
| 2 | Providing and laying in position cement concrete of specified grade ecluding th cost of centring and shuttering all work upto plingth level 1:4:8(cement, coarse sand and 40 mm stone ballast) as per SOR 2020-21 4.1.8 |
| 3 | Class-150 brick work in 1:4 cement and Coarse sand of fineness modulus mortar in foundation and plinth including supply of all material, labour T&P etc required proper completion of work. but in super-structure, including necessary cutting and moulding of brick work as required and including honey comb brick work, thickness of wall of one brick thick As per DSR (6.1.1) |
| 4 | Providing and laying in position cement concrete of specified grade ecluding th cost of centring and shuttering all work upto plingth level 1:2:4 (1 cement, 2 coarse sand and 4 stone grit 20 mm as per SOR( 2020-21) 4.1.3 |
| 5 | 12 mm cement plaster finished with a floating coat of neat cement of mix 1:4 (1 cement:4 fine sand) as per SOR 13.7.2 |
| 6 | Construction of embankment with approved material obtained from borrw pit with lift 1.50 m transporting to site , spreading grading to required slope and compaction to meet requirement of Table 300. 1 and 300. 2 with a lead of 1000 m. as per Technical Specification clause 301.5 MORD 301.5 (3.4)/SN-15 ROADWORK including 9 k.m. extra cartage. |
| 7 | 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 Tachnical Specification Clause 401 |
| 8 | 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 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 0.2 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, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 |
| 9 | P/L in position specified grade of R.C.C. excluding the cost of centring and shuttering finishing and reinforcement all works upto plingth level 1:1.5:3 cement coarse sand and 20 mm stone aggregate Concrete and R.C.C. works Chapter 8 S.N0 16 DSR 5.1.2 |
| 10 | Centring and shuttering including strutting, propping etc and removal of form for foundations footings bases of columns etc for mass concrete R.C.C. works Chapter 8 S.N0 20 SOR 5.9.1 |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. As per DSR 5.22.6 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysAug 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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