Health and Family Welfare Government Departments Closing in 0 days TDR #57771452

Tender For Repair And Maintenance Water Supply Booster And Tubewell Chamber At Lake Sports Complex Ut Chandigarh

Issued by Government Departments · Chandigarh, Chandigarh
Tender Value
6.55 Lakhs
Estimated cost
Bid Submission
09 Oct 2026
0 days left
EMD
13114
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Repair And Maintenance Water Supply Booster And Tubewell Chamber At Lake Sports Complex Ut Chandigarh

BOQ

Name of Work:- Repair and maintenance Water Supply booster and tubewell chamber at Lake Sports Complex UT Chandigarh
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2All kinds of soil
3Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :
41:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size)
51:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
6Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and size in :
7Cement mortar 1:6 (1 cement : 6 coarse sand
8Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :
925 mm thick
1012 mm cement plaster of mix :
111:4 (1 cement: 4 coarse sand)
12Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
13Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
14Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete
15Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
16Distempering with dry distemper of approved brand and manufacture (one or more coats) and of required shade on old work to give an even shade.
17Renewing glass panes, with putty and nails wherever necessary including racking out the old putty:
18Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm)
19Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved
20Supplying and fixing in position pre-cast RCC/SFRC Cover with frame of quality MD-10 and size 450mm
21Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
2210 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: 12.16.1 With common burnt clay F.P.S.(non modular) brick tile of class designation 10
23Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.
2460 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57771452
AUTHORITY Government Departments
TENDER VALUE 6.55 Lakhs
LAST DATE 09-10-2026
Authority
Authority Name Public Health Department.
Work Description Tender for Repair And Maintenance Water Supply Booster And Tubewell Chamber At Lake Sports Complex Ut Chandigarh
Basic Detail
Tender No PH3/2026/441
Bidding Type Tender
Location
City Chandigarh
State Chandigarh
Key Dates
Publish Date 29 Sep 2026
Submission Date 09 Oct 2026
Open Date 09 Oct 2026
Finance
Tender Value 6.55 Lakhs
Tender Fee Ref. Documents
EMD 13114
Exemption Not Available
Document List
BOQ_117734.xls
c7bc9a7a-77fd-4b29-a47e-f54704156797.html
Tendernotice_1 (34).pdf

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Tender Timeline

Sep 29, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 09, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Today
Oct 09, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Today

Tender Documents

Download All (ZIP) ↓
xls

BOQ_117734.xls

html

c7bc9a7a-77fd-4b29-a47e-f54704156797.html

pdf

Tendernotice_1 (34).pdf

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