Housing Urban and Rular Development Government Departments Closing in 9 days TDR #57720645

Tender For Construction Of 1X6 Mtr Span Reinforced Cement Concrete Box Culvert In Km-1 And Hume Pipe Culvet In Km-2 Of Akbarpur Sai Approch Road In The Place Of Damaged Culvert.

Issued by Government Departments · Unnao, Uttar Pradesh
Tender Value
38.46 Lakhs
Estimated cost
Bid Submission
05 Oct 2026
9 days left
EMD
3.85 Lakhs
Bank guarantee accepted
Document Fee
2715
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of 1X6 Mtr Span Reinforced Cement Concrete Box Culvert In Km-1 And Hume Pipe Culvet In Km-2 Of Akbarpur Sai Approch Road In The Place Of Damaged Culvert.

BOQ

Name of Work:- Construction of 1X6 mtr Span R.C.C. Box Culvert in KM-1 and Hume Pipe Culvet in KM-2 of Akbarpur Sai Approch Road in the Place of Damaged Culvert.
Sl. No. Item Description
1Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres (i/c Labour Cess and Excluding GST)
2Earthwork 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 materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (i/c Labour Cess and Excluding GST)
3Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.as per drawing and technical speficiations Clauses 802,803,1202 & 1203. (i/c Labour Cess and Excluding GST)
4Sand Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 (RMR) (i/c Labour Cess and Excluding GST)
5Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 (in Bridge portion ) (i/c Labour Cess and Excluding GST)
6Plain/Reinforced Cement Concrete in Sub structure complete as per Drawing and Technical Specifications. RCC Grade M25 (i/c Labour Cess and Excluding GST)
7Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M25 (i/c Labour Cess and Excluding GST)
8Supplying, fitting and placing HYSD bar reinforcement complete as per drawing and technical specifications . (i/c Labour Cess and Excluding GST)
9Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 (i/c Labour Cess and Excluding GST)
10Drainage spouts complete as per drawing and technical specifications Clause 1209 (i/c Labour Cess and Excluding GST)
11Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302.(i/c Labour Cess and Excluding GST)
12Providing and laying boulder apron and slope on rever bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specifications (i/c Labour Cess and Excluding GST)
13Approch Road Construction of Subgrade with Material Obtained from Borrow Pits (For Local Earth Work) Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5. (i/c Labour Cess and Excluding GST)
14Granular Sub-base with Well Graded Material (Table 400.1) (A)By Mix in Place Method 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.(i)For Grading I Material.(i/c Labour Cess and Excluding GST)
15WBM 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.(B)By Mechanical Means(i/c Labour Cess and Excluding GST)
16WBM 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 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.(B)By Mechanical Means (i/c Labour Cess and Excluding GST)
17Brick edging on both side of the road of 1st Class brick 8 cm. (3\\") wide and 12 cm. (41/2\\") deep laid with mud mortar all labour finished to the required template and in proper alignment and also including dressing & ramming the excavated earth including all labour, T&P sudries required for proper completion of work with material. (i/c Labour Cess and Excluding GST)
18Construction of Shoulder (Parti) with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 . (i/c Labour Cess and Excluding GST)
19Prime Coat (i) Low porosityProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 (i/c Labour Cess and Excluding GST)
20Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.35 to 0.45 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.(i/c Labour Cess and Excluding GST)
2120mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder 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 or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (I)Bitumen (S-90).(i/c Labour Cess and Excluding GST)
22Seal CoatProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A.By Manual MeansCase - I : Type A (I)Bitumen (S-90).(i/c Labour Cess and Excluding GST)
23H P CULVERTS (Two Row)Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation 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 embank(i/c Labour Cess and Excluding GST)
24Plain cement concrete 1:3:6 norminal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed placed in foundation and compected by vibration including curing for 14 days complete & Technical Specification as per Section 2100 of MoRTH specification. (i/c Labour Cess and Excluding GST)
25Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations as per Section 1300,2200 of MoRTH Specification. (i/c Labour Cess and Excluding GST)
26Pointing with cement and fine sand of 1.25 fineness modulus morter on stone work in proportion of 1:3 including supply of all materials, labour and tools and plants etc. required for proper completion of the work.as per MoRT&H specification 1312. (i/c Labour Cess and Excluding GST)
27Laying 1000 mm dia NP-3 RCC pipe 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, back filling conrete and masonary works in head walls and parapets. complete & Technical Specifications as per Section 2900 of MoRT&H Specifications .. (i/c Labour Cess and Excluding GST)
28Diversion Construction of Subgrade with Material Obtained from Borrow Pits (For Local Earth Work) Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5.(i/c Labour Cess and Excluding GST)
29Laying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls .(i/c Labour Cess and Excluding GST)
30First Class brick on edge flooring laid dry joints sand filled including preparation of base to proper slope and its ramming and including supply of all materials, labour & T&P etc, required for proper completion of the work.AS Per SoR Item No-615 (i/c Labour Cess and Excluding GST) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57720645
AUTHORITY Government Departments
TENDER VALUE 38.46 Lakhs
LAST DATE 05-10-2026
Authority
Authority Name Public Works Department
Work Description Tender for Construction Of 1X6 Mtr Span Reinforced Cement Concrete Box Culvert In Km-1 And Hume Pipe Culvet In Km-2 Of Akbarpur Sai Approch Road In The Place Of Damaged Culvert.
Basic Detail
Tender No 4066/MT/1MT/E-Tender/UC/2026 date 19-09-2026
Bidding Type Tender
Location
City Unnao
State Uttar Pradesh
Key Dates
Publish Date 26 Sep 2026
Submission Date 05 Oct 2026
Open Date 05 Oct 2026
Finance
Tender Value 38.46 Lakhs
Tender Fee 2715
EMD 3.85 Lakhs
Exemption Available
Document List
a3851d91-5133-4638-b45c-b180af19ce8e.html
BOQ_2242965.xls
Tendernotice_1 (79).pdf
Tendernotice_2 (16).pdf

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Tender Timeline

Sep 26, 2026
11:30 IST

Tender Published

Tender notice published.

Today
Oct 05, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 9 days
Oct 05, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 9 days

Tender Documents

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html

a3851d91-5133-4638-b45c-b180af19ce8e.html

xls

BOQ_2242965.xls

pdf

Tendernotice_1 (79).pdf

pdf

Tendernotice_2 (16).pdf

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