Public Administrative Department Local Bodies Closing in 4 days TDR #56883879

Tender For Construction Of Mini Powerpump And Providing Deep Borewell And Motor Arrangements Ward No.1 Kesavaneri Near Tank, Ward N0.3 Eb Colony West (Anbu Nagar), Ward No.4 Ramakrishnapuram,Ward No.14 Nambiyanvilai (Periyakulam Near), Ward No 16 Tb

Issued by Local Bodies · Tirunelveli, Tamil Nadu
Tender Value
45.25 Lakhs
Estimated cost
Bid Submission
13 Aug 2026
4 days left
EMD
45250
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Tirunelveli → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Construction Of Mini Powerpump And Providing Deep Borewell And Motor Arrangements Ward No.1 Kesavaneri Near Tank, Ward N0.3 Eb Colony West (Anbu Nagar), Ward No.4 Ramakrishnapuram,Ward No.14 Nambiyanvilai (Periyakulam Near), Ward No 16 Tb Road ,Ward No.13 Visuvasapuram And Drilling Of 150Mm Deep Borewell And Motor Arrangements In Three Numbers In Periyakulam And One Numbers Compost Yard In Vadakku Valliyur Town Panchayat. Estimate Amount Rs.4525000/-

BOQ

Name of Work:- Construction of Mini powerpump and Providing Deep Borewell and Motor Arrangements Ward No.1 Kesavaneri Near Tank, Ward N0.3 EB Colony West (Anbu Nagar), Ward No.4 Ramakrishnapuram,Ward No.14 Nambiyanvilai (Periyakulam Near), Ward no 16 TB Road ,Ward No.13 Visuvasapuram and Drilling of 150mm Deep Borewell and Motor arrangements in Three numbers in Periyakulam and one numbers Compost yard in Vadakku Valliyur Town Panchayat. Estimate Amount Rs.4525000/-
Sl. No. Item Description
1Earthwork excavation for foundation in all soils and sub soils in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and to full depth as may be directed,except in hard rock,requiring blasting including shoring and shuttering and bailing out of water wherever necessary,refilling the sides of foundation with excavated earth or sand in layer of not more than 15cm thick.well rammed and consolidated and depositing on bank with initial lead and lift of 10m & initial lift of 2m and depositing the surplusr earth within the compound in places shown by the departmental officers with iniital lead and lifts,clearing and levelling the site etc., complete as per SS20B and as directed by departmental Engineers(TNBP No.17,23,24).
2Plain Cement Concrete 1:4:8 mix (One Part of Cement, Four part of Fine Aggregate and Eight part of Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28).
3Supplying and erecting centering for sides and soffits including supports and strutting uptp 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90cmx60cm and 10 gauge stiffened, welded with mild steel angles of size 25mmx25x3mm for boarding laid over silver oak (country wood) joist of size 10cmx6.5cm dia spaced about 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre tocentre etc.complete complying with standard specification and as directed by the departmental engineers. TNBP No.30 A. A) WITH STRUTTING ( RCC Work)
4B) For Square column
5Supplying, fabricating and placing in position mild steel or TMT rods for all reinforced cement concrete works as per design given including cost of steel and binding wire with all conveyance and lead charges in all floors etc.complete complying with standard specifications and as directed by the deparmental engineers. TNBP No:30
6Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers -
7Plain Cement Concrete 1:2:4 mix (One part of Cement,Two part of Fine Aggregate and Four part of Coarse Aggregate) Using 20mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28).
8Brick work in following Cement Mortar using best quality of Fly Ash Brick of size 230x110x70mm for foundation and basement including curing, etc., complete complying with standard specifiction.
9Finishing the exposed surface of RCC item of work such as slabs, beams, sun-shades, acia, eanopyslab, stair-case, waist slab, handing slab etc., with cement mortar 1:3 (one cement and three sand) 10MM thick including raking the surface. The rate is to include the cost of providing cement mortar or nosing for sun-shades and stair ease steps, landing slabs and etc., complete complying with standard specifications.
10Supply and delivery of MS Kiosk of size 0.75m x 0.45m x 0.75m made up of MS angle of size 50mm x 50mmx 4mm alround covered with 16 gauge MS sheet and kiosk door made up of MS plates of size 25 mm x 3 mm including cutting, welding, grinding, locking arrangements and labour charges etc.,
11Painting two coats with ready mixed Emulsion of first class quality paint and of approved color over a priming coat, including through scrapping, clean removal of dirt, etc., complete.
12Wiring with 2x1.5sqmm (22 / 0.3) PVC insulated SC unsheathed Cu. Conductor of 1100v grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessories in flush with wall with 3mm thick hylum sheet cover with TW switch box and 5A F.T switch and making good of the concealed portion with suitable colour for PVC open light /Fan point. SD 20 ISI make with standard specification.
13Supply and run of 2 of 4sqmm (56 / 0.3) insulated SC unsheathed Cu.Cconductor of 1100V grade on 7/20 GI bearer wire for service connection mains. SD 65 ISI make with standard specification.
14Supply and run of 2 x 4sqmm (56/0.3) PVC insulated SC unsheathed Cu. Conductor of 1100V grade in 25mm dia GI Pipe ( Class ‘B’) suitably bent at both ends with necessary angle iron upright and end supports for mains. SD 70 ISI make with standard specification.
15Supplying and Delivery of PVC water tank 2000 litre capacity ISI make including cost and conveyance charges fixing in position etc., complete.
16Dadooing walls with Glazed tiles of sizes 300mm X 200mm X 6mm size of approved make and quality and colour Set in cement mortar 1:2 (One part of Cement and two part of Plastering Sand (P- Sand)) over 10 mm base layer plastering and pointing with white cement neatly as directed.
17Supply and delivery the following PVC / GI pipes and specials including cost and conveyance of materials to site etc complete 1.25mm GI Pipe B Class
182. 20mm GI Pipe B Class
193.GI Clamp
204. GI Elbow
215.GI Union
22Geophysical investigation charges under deposit works per point
23Drilling of 150mm dia deep bore well in hard rock area to required depth including cost and all labour charges and all other incidental charges etc complete 1. Upto 150m from below GL
242. 151 to 180m
253. 181 to 210 m
264. 211 to 240 m
275. 241 to 270 m
286. 271 to 300 m
29Supplying and delivery of the 1.5 HP submercible Motor 50 LPM 60 metres head ISI mark as per standard specification
30Supply and delivery of Panel Board including cost & Conveyance all labour charges etc.,complete
31Supplying and delivery of PVC Insulated and sheathed 4.00 Sq mm 3 core Flat type copper cable confirming to IS 694 /1990 including cost of materials etc., complete
32Supply and Fixing of 150mm OD 6KSC PVC Pipe for casing Pipe for Medium depth in to drilled bore well.
33Erection of 1.5HP submersible motor with necessary fittings. including cost and Conveyance of all materials to site and all charges for filling etc., Complete.
34Supply and delivery of 1 1/2\\"(40mm ) UPVC pipe including cost and Conveyance of all materials to site and all charges for filling etc., Complete
35Supply and fixing of PVC pipes and specials including all cost of labours and material cost etc., 1. Nylone Rope
362.SS Tap 25mm
373.UPVC 32 mm Dia Pipe
384. 32mm UPVC Coupler
395. 32mm UPVC Elbow
406. 32mm UPVC Tee
417.32mm X 25mm Reducer
428. UPVC 25mm dia pipe
43Earth work open excavation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc., as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications.
44Lowering of PVC rigid pipes and specials to trench and laying to proper grade and alignment,jointing with PVC couplers with cement paste.
45Supply and delivery of 3\\"(90mm ) HDPE pipe including cost and Conveyance of all materials to site and all charges for filling etc., Complete
46Refiling the excavated earth including cost and Conveyance of all materials to site and all labour charges for filling etc., Complete. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56883879
AUTHORITY Local Bodies
TENDER VALUE 45.25 Lakhs
LAST DATE 13-08-2026
Authority
Authority Name Town Panchayats
Work Description Tender for Construction Of Mini Powerpump And Providing Deep Borewell And Motor Arrangements Ward No.1 Kesavaneri Near Tank, Ward N0.3 Eb Colony West (Anbu Nagar), Ward No.4 Ramakrishnapuram,Ward No.14 Nambiyanvilai (Periyakulam Near), Ward No 16 Tb Road ,Ward No.13 Visuvasapuram And Drilling Of 150Mm Deep Borewell And Motor Arrangements In Three Numbers In Periyakulam And One Numbers Compost Yard In Vadakku Valliyur Town Panchayat. Estimate Amount Rs.4525000/-
Basic Detail
Tender No 276/2026
Bidding Type Tender
Location
City Tirunelveli
State Tamil Nadu
Key Dates
Publish Date 07 Aug 2026
Submission Date 13 Aug 2026
Open Date 13 Aug 2026
Finance
Tender Value 45.25 Lakhs
Tender Fee Ref. Documents
EMD 45250
Exemption Not Available
Document List
b47e7cd0-98f7-4b46-89d1-8485ae14bbef.html
BOQ_831992.xls
Tendernotice_1 (11).pdf

Unlock Full AI Tender Summary

Get instant access to the complete AI-generated analysis — scope, eligibility, timeline & more.

Instant Access Secure Free
Your details are secure and used only for document delivery.

Tender Timeline

Aug 07, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 13, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 4 days
Aug 13, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 4 days

Tender Documents

Download All (ZIP) ↓
html

b47e7cd0-98f7-4b46-89d1-8485ae14bbef.html

xls

BOQ_831992.xls

pdf

Tendernotice_1 (11).pdf

Disclaimer

We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender

TenderDetail
Loading tenders