Drinking Water Supply and Sanitation Government Departments Closing in 7 days TDR #57332544

Tender For Replacement Of Damaged Distribution Pipeline In New Haridwar, Model Colony And Govindpuri (Haridwar Urban Water Supply Scheme) Under Cm Ghoshna 348/2025

Issued by Government Departments · Haridwar, Uttarakhand
Tender Value
Ref. Documents
Estimated cost
Bid Submission
23 Sep 2026
7 days left
EMD
9 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Haridwar → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Replacement Of Damaged Distribution Pipeline In New Haridwar, Model Colony And Govindpuri (Haridwar Urban Water Supply Scheme) Under Cm Ghoshna 348/2025

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 07-Sep-2026 Change in Date Date 15-Sep-2026
2 14-Sep-2026 Date Extended Date 23-Sep-2026
3 07-Sep-2026 Change in Date Date 15-Sep-2026

BOQ

Name of Work:- REPLACEMENT OF DAMAGED DISTRIBUTION PIPELINE IN NEW HARIDWAR, MODEL COLONY AND GOVINDPURI (HARIDWAR URBAN WATER SUPPLY SCHEME) UNDER CM GHOSHNA 348/2025
Sl. No. Item Description
1Providing and lowering into trenches with true to alignment, Laying & jointing of full lengths of HDPE Pipes of specified grade as per IS: 4984-1995 and specifications, with testing of pipe line including supply of jointing materials. HDPE PE-100, PN-10 90 mm dia
2110 mm dia
3MSERW PIPE 150 mm dia 2.8mm Thick.
4200 mm dia 3.2mm Thick.
5250 mm dia 4.0mm Thick.
6Providing of all materials, carting from site store to site of work lowering into trenches with true to alignment, laying of MSERW pipes grade Yst 210 etc MSERW PIPE 4.8mm Thick. 350 mm dia
7400 mm dia
8Excavation in soil mixed with single boulders etc. requireing the use of special T&P, if any, for pipe line trenches including lift upto 1.5m and lead upto 30m with back filling, watering, ramming of excavated earth in the trenches.
9Providing and fixing D.I D/F Sluice valves confirming to IS: 14846-2000 in position including all material, labour & T&Pcomplete PN-16 80 mm dia
10100 mm dia
11125 mm dia
12150 mm dia
13200 mm dia
14250 mm dia
15350 mm dia
16400 mm dia
17Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I.surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
18Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202- By Mechanical Means for Bituminous Courses
19Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :Water bound macadam road
20C.C. Road, Dismantling and reinstatement of following type of road surface for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials. Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (including equivalent design mix)
21Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry,cement concrete, woodwork, steelwork, including T&P and scaffolding wher ever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. Cement Concrete (By mechanical means)
22Concrete with cement, coarse sand and 40mm gauge stone ballast in proportion1:4:8 in foundation sand floors including supply of allmaterial, labour andT&Petc. required for proper completionof thework. asper drawings and technical specifications Clause 802, 803, 1202 & 1203
23Cement Concrete (PCC M-30) Pavement:- Constructionof Un-reinforced, Cement concrete pavement, thicknessb as per design, over a prepeared sub base with 43grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less then 0.2cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side form work (Steelchannel, laying and fixing of wedges, steelplates including levelling the formwork, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14days, using curing compound where specified and water finishing to line sand grade as per drawing sand technical specifications. P.C.C. 1:1.5:3 in top.
24Concrete & Tiles road Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
25Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry,cement concrete, woodwork, steelwork, including T&P and scaffolding wher ever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (By manual means)
26Concrete with cement, coarse sand and 40mm gauge stone ballast in proportion1:4:8 in foundations and floors including supply of allmaterial, labour andT&Petc. required for proper completionof thework. asper drawings and technical specifications Clause 802, 803, 1202 & 1203
27Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). 50% Old tiles to be used.
28Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.50% New tiles to be Required.
29Providing and laying of pipeline MSERW YST 210 250 mm dia , 5.6 mm thick by installation of steel product pipe by HDD method including excavation of non structural pits for pipe jacking / ramming purpose
30Shifting of old connection to new connection
31Hiring charging tractor with tanker per day including driver, helper,diesel and maintenance also. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57332544
AUTHORITY Government Departments
TENDER VALUE Ref. Documents
LAST DATE 23-09-2026
Authority
Authority Name Drinking Water And Sanitation Department
Work Description Tender for Replacement Of Damaged Distribution Pipeline In New Haridwar, Model Colony And Govindpuri (Haridwar Urban Water Supply Scheme) Under Cm Ghoshna 348/2025
Basic Detail
Tender No 892/Etender/26-27 dated-29.07.2026
Bidding Type Tender
Location
City Haridwar
State Uttarakhand
Key Dates
Publish Date 14 Sep 2026
Submission Date 23 Sep 2026
Open Date 24 Sep 2026
Finance
Tender Value Ref. Documents
Tender Fee 5900
EMD 9 Lakhs
Exemption Not Available
Document List
348.pdf
BOQ_117611.xls
d87aa61a-498f-4f23-96ab-c42c29f523b2.html
Tendernotice_1 (24).pdf

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Tender Timeline

Sep 14, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 15, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Completed
Sep 23, 2026
18:00 IST

Corrigendum-2 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 7 days
Sep 15, 2026
18:00 IST

Corrigendum-3 Issued

Clarifications on tender conditions and amendments issued.

Completed
Sep 23, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 7 days
Sep 24, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 8 days

Tender Documents

Download All (ZIP) ↓
pdf

348.pdf

xls

BOQ_117611.xls

html

d87aa61a-498f-4f23-96ab-c42c29f523b2.html

pdf

Tendernotice_1 (24).pdf

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