Housing Urban and Rular Development Government Departments Closing in 0 days TDR #57606382

Tender for Tender for Construction Of 5X 5 Mtr. Reinforced Cement Concrete Box Culvert At Chatiya Bhaisaha Panagahali Nala, Approach Road And Additional Approach Road.

Issued by Government Departments · Pilibhit, Uttar Pradesh
Tender Value
2.60 Crore
Estimated cost
Bid Submission
29 Sep 2026
0 days left
EMD
15 Lakhs
Bank guarantee accepted
Document Fee
2714
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Pilibhit → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Construction Of 5X 5 Mtr. Reinforced Cement Concrete Box Culvert At Chatiya Bhaisaha Panagahali Nala, Approach Road And Additional Approach Road.

BOQ

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Sl. No. Item Description
1Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved materialas per MORTH Specification section 200, 300 complete in all respects.
2PCC Grade M15 Using Batching Plant complete in all respects as per MORTH specifications Section 1700, 1000, 2100, 2200, 2300
3Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25
4Reinforced Cement Concrete grade M-25, complete in all respects as per Drawings and MORTH Technical Specifications Section 1700, 1000, 2100, 2200, 2300 etc. using Batching Plant.
5Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications section 1600 complete in all respects.
6Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Substructure complete as per Drawing and Technical Specifications section 1600 complete in all respects.
7Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications section 1300 complete in all respects.
8Providing and fixing on wall face unplasticiat rigid 110mm size PVC rain water pipes conforming to IS: 13592 Type A, including jointing with seal ring confirming to IS: 5382, leaving 10mm gap for thermal expansion. SOR Ch. No. 11 Item no. 19(ii)
9Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
10Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete As per MORTH specification 2503 (15.1) in all respect.
11Providing and laying Filter material underneath pitching in slopes complete As per MORTH specification 2504 (15.5) in all respect.
12Construction 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 lead upto 30 m as per technical specificaton clause 301.5
13Supply and Laying 1000 mm dia R.C.C. Hume pipe NP-3 Class for Water divert
14Brick soling with straight over burnt bricks laid on edge and dry including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local earth, spreading blinding coat of 1 cm (3/8\\") depth of local earth of P.I. 5 to 7 or sand over the entire surface and including labour and T&P etc. required for proper completions of the work.(S.N.762b)
15Construction 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 lead upto 30 m as per technical specificaton clause 301.5
16Construction of Subgrade and earthen shoulders with apporved material obtained from borrow pits with attl ifts and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 with a lead upto 1000 m as per Tecnical Specification Clause 303.1
17Construction 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 work.
18Providing, 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 80-100KN 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 complete work.(WBM Grading-3)
19Construction 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
20Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
21Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. PCC Grade M10 (1:3:6)
22Sand Filling in Foundation Trenches as per Drawing & Technical Specification
23Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications Clause no.600,1200&1203
24Providing and Laying of 1000 mm dia RCC Hume Pipe NP-3 Class etc. Complete.
25Providing and Laying of 350 mm dia RCC Hume Pipe NP-3 Class etc. Complete.
26Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
27Reinforced cement concrete M15 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.
28Reinforced cement concrete M15 grade 200 m stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.
29Suply and Fixing of M.S. informatory board wide up of 75x75x5mm angle iron (vertical post length 1.95mtr), 40x5mm flat cross angle 1mm thick ms sheet (0.90x0.90 sqm) including exavation of pit (0.45x0.45x0.60 cum), CC1:5:10 cement fine sand and Brick Balast 10cm thick, and cc 1:2:4 cement course sand & 20mm grit (0.45x0.45x0.60 cum), Two coat painting latter writing up to 2.5cm size (225 no)etc complete as per Engineer-in-incharge Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57606382
AUTHORITY Government Departments
TENDER VALUE 2.60 Crore
LAST DATE 29-09-2026
Authority
Authority Name Public Works Department
Work Description Tender for Construction Of 5X 5 Mtr. Reinforced Cement Concrete Box Culvert At Chatiya Bhaisaha Panagahali Nala, Approach Road And Additional Approach Road.
Basic Detail
Tender No 5957/76C(A)(ET)-08/2026-27 Date 25.08.2026
Bidding Type Tender
Location
City Pilibhit
State Uttar Pradesh
Key Dates
Publish Date 19 Sep 2026
Submission Date 29 Sep 2026
Open Date 29 Sep 2026
Finance
Tender Value 2.60 Crore
Tender Fee 2714
EMD 15 Lakhs
Exemption Available
Document List
8b01ec77-1952-4265-8fea-64495f9c3661.html
BOQ_2237456.xls
T2.pdf
Tendernotice_1 (75).pdf
Tendernotice_2 (16).pdf

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Tender Timeline

Sep 19, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 29, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Today
Sep 29, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Today

Tender Documents

Download All (ZIP) ↓
html

8b01ec77-1952-4265-8fea-64495f9c3661.html

xls

BOQ_2237456.xls

pdf

T2.pdf

pdf

Tendernotice_1 (75).pdf

pdf

Tendernotice_2 (16).pdf

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