Tender For New Construction Work Of Road At Nagla Pasi Katri Road And Nagla Mewa Thati Gadanpur Road Ke Madhya Gram Nagla Gosa Siwan Road
Tender Value
1.12 Crore
Estimated cost
Bid Submission
14 Oct 2026
3 days left
EMD
7.60 Lakhs
Bank guarantee accepted
Document Fee
2714
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
firozabad → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For New Construction Work Of Road At Nagla Pasi Katri Road And Nagla Mewa Thati Gadanpur Road Ke Madhya Gram Nagla Gosa Siwan Road
BOQ
| Sl. No. | Item Description |
| 1 | Construction of Embankment with approved material obtained from borrow pits with all lifts up to 1.5m , transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1, 300.2 with lead upto 1000 m as per Technical Specification Clause 301.5. |
| 2 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. |
| 3 | 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 |
| 4 | WBM (G-3) 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 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 grading 3 as per technical specification clause-405 |
| 5 | CEMENT CONCRETE PAVEMENT(C.C ROAD) Construction of un-reinforced, plain cement concrete pavement thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregate 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, expansion, construction and constructionl joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, curing compund (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 (approved Quarri grit) |
| 6 | Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches |
| 7 | Laying CC (1:4:8) cement, coarse sand and approved 40 mm gauge stone ballast it over prepared sub base grade after its rectifications and bringing it to proper camber and including supply of all materials, labour & T&P etc. required for proper completion of work finished to temp as directed by Engineer incharge but excluding cost of material required for rectification of the sub-grade as per SOR CH 5 SI 03(4.1) |
| 8 | Local Sand Fillling in foundation trenches as per drawing and technical specification SOR Chapter No. 1 S No.13 |
| 9 | Class-150 brick work in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of the work. |
| 10 | Providing and laying 600mm reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. |
| 11 | Pointing on brick work with cement mortar 1:3 (1Cement : 3 Coarse Sand) CH 7 SI 16 |
| 12 | 12mm Cement plaster with cement mortar in proportion of 1:3 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and smooth. CH 7 SI 1 |
| 13 | White washing with lime on undecorated wall surfaces (Two coat) to give an even shade including thoroughly brooming the surface to remove all dirt, dust mortar drop and loose scales of lime wash and other foreign matter. CH 9 SI 1 Conditions :- 1- Cost of Maintenance of Road for Five Years will be paid as per E.N.C. Letter no- 3689lh0&PRMC/ewy&23&24 Dt. 17.02.2024) 2- Maintenance cost includes all material, bitumen, labour and T&P etc. 3- Payment of maintenance shall be made as per final execution of civil work which may vary from the BOQ. 4- Bidder shall quote rate including all taxes but excluding GST. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysOct 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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