Housing Urban and Rular Development Government Departments Closing in 2 days TDR #58032904

Tender For Construction Of Pump Room At Rb Of Arasalar River, Oozhiyapathu Village, Karaikal

Issued by Government Departments · Karaikal, Puducherry
Tender Value
4.30 Lakhs
Estimated cost
Bid Submission
22 Oct 2026
2 days left
EMD
8618
Bank guarantee accepted
Document Fee
525
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of Pump Room At Rb Of Arasalar River, Oozhiyapathu Village, Karaikal

BOQ

Name of Work:- Construction of pump room at RB of Arasalar river, Oozhiyapathu village, Karaikal
Sl. No. Item Description
1Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as per direction of Engineer-in-charge , within a lead of 50m - all kinds of soil
2Supplying and filling in plinth with river sand under floors, including watering ,ramming consolidating and dressing complete
3Supplying and filling with gravel (excluding rock) in trenches , plinth, sides of foundations etc . In layers not exceeding 20 cm in depth consolidating each deposited layers by ramming and watering etc .complete including all lead and lift
4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level - 1:5:10 (1 cement 5 fine aggregate 10 graded stone aggregate 40mm nominal size)
5Providing and laying in position specified grade of reinforced cement concrete , excluding the cost of centering , shuttering , finishing and reinforcement - All work upto plinth level 1:1.5:3 (1cement 1.5 fine aggregate 3 graded stone aggregate 20 mm nominal size)
6Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and sting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centering, shuttering, finishing and reinforcement - 1:1.5:3 (1 cement 1.5 fine aggregate 3 graded stone aggregate 20mm nominal size)
7Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15degree landings, balconies, shelves chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement 1.5 fine aggregate 3 graded stone aggregate 20mm nominal size)
8Centering and shuttering including strutting , propping etc and removal of form for - foundations, footings, bases of columns etc for mass concrete
9Centering and shuttering including strutting, propping etc and removal of form for - Suspended floors, roofs, landings, balconies and access platform
10Centering and shuttering including strutting, propping etc and removal of form for - Lintels, beams, plinth beams, girders, bressumers and catilevers
11Centering and shuttering including strutting, propping etc and removal of form for -Weather shade, Chajjas, corbels etc., including edges
12Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level - Thermo - Mechanically treated bars Fe - 500D or more
13Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 (1 cement 3 fine aggregate)
14Brick work with common burnt clay F.P.S. (non modular ) bricks of class designation 3.5 in foundation and plinth in - cement mortar 1:6 (1 cement 6 fine aggregate)
15Brick work with common burnt clay F.P.S (non modular ) bricks of class designation 3.5 in superstructure above plinth level upto floor five level in all shapes and sizes in - cement mortar 1:6 ( 1 cement 6 fine aggregate)
16Providing and fixing M.S. grills of required pattern in frames of windows etc with M.S. flats , square or round bars etc. including priming coat with approved steel primer all complete - Fixed to steel windows by welding
17Cement concrete flooring 1:2:4 (1 cement 2 fine aggregate 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc .complete - 40mm thick with 20mm nominal size stone aggregate
18Providing and laying pressed clay tiles (as per approved pattern 18mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement 4 fine aggregate) mixed with 2% integral water proofing compound , laid over a bed of 20mm thick cement mortar 1:4 (1 cement 4 fine aggregate) and finished neat complete
1912 mm cement plaster of mix 1:5 (1 cement 5 fine aggregate)
2015 mm cement plaster on the rough side of single or half brick wall of mix 1:5 (1 cement 5 fine aggregate)
21Finishing walls with water proofing cement paint of required shade - New work (Two or more coats applied @ 3.84 kg / 10 sqm)
22Finishing with deluxe multi surface paint system for interiors and exteriors using primer as per manufacture's specification - Two or more coats applied on walls @ 1.25 ltr / 10 sqm over and including one coat of special primer applied @ 0.75 ltr / 10 sqm
23Painting with synthetic enamel paint of approved brand and manufacture to give an even shade - Two or more coats on new work
24Boring , providing and installing bored cast -in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring , with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc, by percussion drilling using direct mud circulation (DMC) or bailer and chisel technique by tripod and mechanical winch machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured upto bottom of pile cap) - 300 mm dia piles - Note Truck Mounted rotary/TMR/Tubewell boring machine shall not be used . Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58032904
AUTHORITY Government Departments
TENDER VALUE 4.30 Lakhs
LAST DATE 22-10-2026
Authority
Authority Name Public Works Department
Work Description Tender for Construction Of Pump Room At Rb Of Arasalar River, Oozhiyapathu Village, Karaikal
Basic Detail
Tender No 21-02/PW/IPH/2026-27
Bidding Type Tender
Location
City Karaikal
State Puducherry
Key Dates
Publish Date 14 Oct 2026
Submission Date 22 Oct 2026
Open Date 23 Oct 2026
Finance
Tender Value 4.30 Lakhs
Tender Fee 525
EMD 8618
Exemption Not Available
Document List
6b6eef2f-ccf5-47d2-9f0a-cb22957640a1.html
BOQ_23416.xls
Tendernotice_1.pdf
Tendernotice_2.pdf

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Tender Timeline

Oct 14, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 22, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 2 days
Oct 23, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 3 days

Tender Documents

Download All (ZIP) ↓
html

6b6eef2f-ccf5-47d2-9f0a-cb22957640a1.html

xls

BOQ_23416.xls

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

Disclaimer

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