Housing Urban and Rular Development Boards / Undertakings / PSU Closing in 14 days TDR #56949430

Tender For Laying Of Internal Sewer Line And Sewer Connection Work In Sector-1A, 1B And 1C Of Saumitra Vihar Yojna Lucknow

Issued by Boards / Undertakings / PSU · Lucknow, Uttar Pradesh
Tender Value
2.13 Crore
Estimated cost
Bid Submission
07 Sep 2026
14 days left
EMD
4.27 Lakhs
Bank guarantee accepted
Document Fee
5310
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Laying Of Internal Sewer Line And Sewer Connection Work In Sector-1A, 1B And 1C Of Saumitra Vihar Yojna Lucknow

BOQ

Name of Work:- Laying of internal sewer line and sewer connection work in Sector-1A, 1B and 1C of Saumitra Vihar Yojna Lucknow
Sl. No. Item Description
1Excavation for the following depth below ground level for laying sewer line, manholes (Gully pits), chambers sumps etc in oridinary soil (Earth, sand loam and clay) including cutting or joints pits trimming desing levelling of trenches and refilling if trenches in 20cm layer watering and ramming the same including removed of surplus earth or other dismantelied material upto the distance of 50M from the center of the trenches0.00 to 1.50m BGL
21.50 to 3.00m BGL
3Providing and fixing open timbering (covering 1/3 of surface area by planks) in trenches for depth upto 3.00 m below ground level consisting of 40.00 mm thick approved country wood planks for polling boards, 125mmx75mm indian Country wood wallers and 100mm dia eucalyptus ballies for strut at 1.50 m c/c including removal after laying of sewer (both sides of trenches will be taken as one side for the pupose of payments and measurements i.e. area equals to length x depth of trench). Dismantled timbering materials will be property of the contractor.0.00 to 4.50m BGL
4Supply of following Dia R.C.C. S&S pipes (class NP3 ) with collars of following Dia including local cartage of pipe upto store.250mm dia R.C.C. S&S pipes NP3 Class
5Carting of following dia R.C.C. S&S pipes (NP3 class) and specials the site of work, lowering the same into trenches in depths upto 1.50m below ground level true to alignment, caulking the joints with necessary spun yarn soaked in bitumen, and jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe, cost of all jointing materials, testing etc. complete but excluding excavation and refilling of trenches from ground level to the invert level of pipes.250mm dia R.C.C. S&S pipes NP3 Class0.00 to 1.50m BGL
61.50 to 3.00m BGL
7Providing all materials and construction 1.20x0.90M & 2.25 M deep RCC Slab Type Regtangular Manhole consist with 225 mm base concrete with 1:4:8 cement coarse sand and 40 mm stone ballast and class 150 brick work in 23 cm thick wall with 1:5 cement and coarse sand in side plaster with 1:3 cement coarse sand and mix with water proofing compoud outer side plaster with 1:3 cement coarse sand and mix with water proofing compoud, RCC work with cement concrete grade M-20, mild steel in plain work as per designe and drawing and fixing of foot step @ 30 cm center to center interval also including cost of making PCC 1:2:4 for channel in floor and also fixing of 600 mm dai medium duty manhole cover with PCC 1:24 complete in all reaspect as per direction of E/1 also clearing of site
8Providing all materials and construction 1.20x0.90 & 1.00 M deep Shaft for requlating payment fo depth of the Rectungler Type manhole as per item no. 6 consisting 23cm thick wall with class 150 brick work in 1:5 cement and coarse sand in side plaster with 1:3 Cement coarse sand and mixed with water proofing compound outer side plaster with 1:3 Cement coarse sand and mixed with water proofing compound and fixing of foot step @ 30cm centre to centre interval with all respect as per direction for E/l also clearing of site.
9Providing all materials and construction for 0.60x.060m & 2.25M deep Squar type Brick house connecting champber consist with 225mm base concrete with 1:4:8 cement coarse sand and 40 mm stone ballast and class 150 brick work in 23 cm thick wall with 1:5 cement and coarse sand in side plaster with 1:3 cement coarse sand and mix with water proofing compoud outer side plaster with 1:3 cement coarse sand and mix with water proofing compoud and fixing of foot step @30 cm center to center interval also including cost of making PCC 1:2:4 for channel in floor and also fixing of 600 mm dai medium duty manhole cover with PCC 1:2:4 complete in all reaspect as per direction of E/I also clearing of site
10Providing all materials and construction 0.60x0.60 & 1.00 deep Shaft for requlating payment fo depth of the circular type manhole as per item no. 8 consisting 23cm thick wall with class-150 brick work in 1:5 cement and coarse sand in side plaster with 1:3 Cement coarse sand and mixed with water proofing compound outer side plaster with 1:3 Cement coarse sand and mixed with water proofing compound and fixing of foot step @ 30cm centre to centre interval with all respect as per direction fo E/I also clearing of site.
11Bioling out or pumping sub soil water to keep trenches dry during excavation of trenches other construction and laying of sewer. including supply of all material, labour T&P etc required for proper completion of the work as per direction of E/I.
12Providing and laying in normal bedding on joints for base of jointing with cement concrete 1:4:8 cement coarse sand and stone grit, bedding size on joints 0.75 x 0.60 x 0.15M including supply of all material, labour T&P etc required for proper completion of the work as per direction of E/I.
13Providing all material labour for laying of R.C.C. hume pipe class-2 for Sewer connecting chamber to manhole of sewer line includign excavationof earth for laying of R.C.C. hume pipe width 75cm and depth 80 to 100cm. including cost of R.C.C. hume pipe dia 150 mm class NP-2 lowring R.C.C. hume pipe dia 150 mm NP-2 all in proper slop alingement and depth as per direction of E.I. in proper slope alingement and depth as per direction of E/I. (AR)
14Making sewer connection chamber size 0.60x0.60x0.60M in plot campus including cost of excavation base concrete 1:6:12 cement, coarse sand and brick ballast, 150 class brick work in 1:5 cement coarse sand mortar & 12mm thick plaster with neat cement, 1:2:4 flooring with RCC cover as per disign including cost of all materials labour T&P etc required required for proper completion of the work as per direction of E/Iनोट - lhoj सम्बन्धी कार्य हेतु क्षेत्र की साफ-साफ का कार्य फर्म द्वारा ही कराया जायेगा, जिसका कोई भी अतिरिक्त भुगतान नहीं किया जायेगा। Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56949430
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 2.13 Crore
LAST DATE 07-09-2026
Authority
Authority Name Uttar Pradesh Housing And Development Board
Work Description Tender for Laying Of Internal Sewer Line And Sewer Connection Work In Sector-1A, 1B And 1C Of Saumitra Vihar Yojna Lucknow
Basic Detail
Tender No 1942/Y-12/129 Date 03.08.2026
Bidding Type Tender
Location
City Lucknow
State Uttar Pradesh
Key Dates
Publish Date 11 Aug 2026
Submission Date 07 Sep 2026
Open Date 08 Sep 2026
Finance
Tender Value 2.13 Crore
Tender Fee 5310
EMD 4.27 Lakhs
Exemption Not Available
Document List
60e33959-b388-4e38-9c58-1f2300f1fac9.html
BOQ_2210361.xls
Financial.pdf
Tech.pdf
Tendernotice_1.pdf

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Tender Timeline

Aug 11, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 07, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 14 days
Sep 08, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 15 days

Tender Documents

Download All (ZIP) ↓
html

60e33959-b388-4e38-9c58-1f2300f1fac9.html

xls

BOQ_2210361.xls

pdf

Financial.pdf

pdf

Tech.pdf

pdf

Tendernotice_1.pdf

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