Tender For Reconstruction Of Road From Main Road To Bhuda Sarad In Gramsabha Shripur Bichwa, In Khatima Constituency Of Udham Singh Nagar District Under State Plan.
Tender Value
53.36 Lakhs
Estimated cost
Bid Submission
16 Nov 2026
6 days left
EMD
1.07 Lakhs
Bank guarantee accepted
Document Fee
4720
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Udam Singh Nagar → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Reconstruction Of Road From Main Road To Bhuda Sarad In Gramsabha Shripur Bichwa, In Khatima Constituency Of Udham Singh Nagar District Under State Plan.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 02-Nov-2026 | Date Corrigendum | Date | 16-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in excavation for structures 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 material.Ordinary soil Upto 3 m depth |
| 2 | Providing concrete for plain/ reinforce concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6 |
| 3 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &1203 P.C.C. grade M 20 Nominal mix (1:2:4) |
| 4 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Brick masonry in 1:4 cement mortar |
| 5 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specific a t i o nClause 1204.3.8 Granular material |
| 6 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 120 |
| 7 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying 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. 750 mm dia |
| 8 | Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets.300 mm dia |
| 9 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 25 |
| 10 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 11 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 12 | Cast in Situ Cement Concrete M 20 Kerb withChanne- Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M15 grade foundation150 mm thick, kerb channel 300 mm wide, 50 mm thickin PCCM20 grade, sloped towards the kerb, kerb stonewith channel laid with kerb laying machine, foundationconcrete laid manually, all complete as per clause 409 A- Using Concrete Batching and Mixing Plant |
| 13 | PCC M15 for Kerb base |
| 14 | PCC M20 for Kerb (Cast in Situ) |
| 15 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 mas per Technical Specification Clause 301.5 |
| 16 | Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 By Mechanical Means2-14-2-A Bituminous Courses |
| 17 | Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. |
| 18 | Semi Reflective Traffic SignsProviding and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm widthand required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 19 | 600 mm equilateral triangle |
| 20 | 600 mm circular |
| 21 | 800 mm x 600 mm rectangular |
| 22 | WBM Grading 2Providing, 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the requireddensity Grading 2 as per Technical Specification Clause 405.By Mechanical Means |
| 23 | WBM Grading 3Providing, 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the requireddensity Grading 3 as per Technical Specification Clause 405. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 02, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 16, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 6 daysNov 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysNov 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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