Tender For special repair Of Rustampur Kaurahi Link Road.
Tender Value
32.52 Lakhs
Estimated cost
Bid Submission
17 Nov 2026
4 days left
EMD
3.26 Lakhs
Bank guarantee accepted
Document Fee
944
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ambedkar Nagar → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for special repair Of Rustampur Kaurahi Link Road.
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of existing structures like culvert, bridge, retaining walls, and other structure comprising of brick masonry Including unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per technical Specification Clause 202 |
| 2 | Earth Work in excavation for structure 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. |
| 3 | Sand filling in foundation trenches as per drawing and technical specification Clause 305.3.9 |
| 4 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clasuse 802,503,1202,1203 (M 10) |
| 5 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clasuse 802,503,1202,1203 (M 25) |
| 6 | Providing concrete for plain/reinforced concrete in Sub Structure complete as per drawing and technical specification Clasuse 802,503,1202,1203 (M 25) |
| 7 | Providing concrete for plain/reinforced concrete in Super Structure as per drawing and technical specifications Clasuse 800, 1205.4 and 1205.5 (M 25) |
| 8 | Supply, fitting and placing HYSD bar reinforcement in foundation complete as per Drawing and technical Specification Clause 1000 and 1202 |
| 9 | Supply, fitting and placing HYSD bar reinforcement in Sub structure complete as per Drawing and technical Specification Clause 1002, 1005, 1010 & 1202 |
| 10 | Supply, fitting and placing HYSD bar reinforcement in Super structure complete as per Drawing and technical Specification Clause 1002, 1010 & 1202 |
| 11 | Providing weepholes in brick masonry/stone masonary, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1 (V) : 20 (H) twowards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 12 | Providing & Laying of boulder apron for bed protection with Stone boulders of minimum size and weight as per table 1300.1 no fragment weighing not less than 25 kg, laid dry complete as per drawing and technical specification Clause 1301, |
| 13 | Backfilling behind Abutment Wall and Return wall complete as per Drawing and Technical specification clause 1204.3.8 of MORD |
| 14 | Construction of embankment with approved material diposited at side from road way cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification Clause 301.5 |
| 15 | 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. |
| 16 | Supply & laying of 1000 mm dia hume pipe colvert. |
| 17 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. |
| 18 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 19 | Providing and applying primer coat with emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 20 | Providing and applying tack coat with Bitumen (VG-10) using bitumen distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 21 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A as per Technical Specification Clause 508 |
| 22 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510 |
| 23 | Construction of Subgrade and Earthen Shoulders - 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. |
| 24 | Brick edging on both side of the S.O.B Brick 8cm (3\\") wide and 12cm (41/2) deep laid with mud mortor all labour finished to the required template and in proper alignment and also including dressing and ramming the excavated earth including all labour, T&P sudries required for proper completion of the work. |
| 25 | 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 1501.2.2M30 (Grade) coarse and fine aggregates conforming to IS 383, maximum size of coarse aggregate not exceeding 25mm, 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 leveling the formwork as per drawing spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in confinuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, scalant, 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 direction of Engineer in charge to meet tenchincal specification. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 04, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysNov 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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