Public Administrative Department Local Bodies Closing in 0 days TDR #54505209

Tender For Providing Pumproom With Sintex Arrangements At Ward No:10 Koll Athai Street In Panagudi Town Panchayat. (Estimate : 2.50 Lakh)

Issued by Local Bodies · Panagudi, Tamil Nadu
Tender Value
Ref. Documents
Estimated cost
Bid Submission
11 Mar 2026
0 days left
EMD
2500
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Providing Pumproom With Sintex Arrangements At Ward No:10 Koll Athai Street In Panagudi Town Panchayat. (Estimate : 2.50 Lakh)

BOQ

Name of Work:- Providing Pumproom with Sintex arrangements at Ward No:10 Koll athai Street in Panagudi Town Panchayat. (Estimate : 2.50 lakh)
Sl. No. Item Description
1Earth work excavation for foundation 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.
2Supplying and filling the foundations and basement with approved quality of well Gravel in layers of 15cm thick well rammed and consolidated as per standard specification.
3Plain Cement Concrete 1:4:8 Mix (one part cement, four part sand and Eight part of aggrigate) using 40 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO : 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
4Supplying and erecting centering for vertical Plain concrete walls of supply channel, retaining wall etc upto 90Cm height with necessary supports,all cross bracing with mild steel size of 90cm x60 cm and gauge BG 10 stiffened with welded mild steel sheet angles of size 25 mm x25 mm x3mm for bearing laid silver Oak/ Country wood joist of size 7.50 cm x5.0 cm spaced @ about 90 cm C/C and supported by Casurina props of 10 cm to 13 cm spaced @ 75 cm C/C etc,, complete complaying with standered specfications and as directed by the departmental officers.
5Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.-Mixing by mechanical means (S.No:135-SD Book Vol-I )
6Brick work in CM 1:5 (one cement & Five Crushed Stone Sand (M- Sand)) using II class ground moulded bricks of size 9\\" X 43/8\\"X 2 3/4\\" including finishing, curing, etc., complete complying with standard specification - 100CFT
7Supplying and erecting centering for vertical RCC concrete walls of supply channel, retaining wall etc upto 90Cm height with necessary supports,all cross bracing with mild steel size of 90cm x60 cm and gauge BG 10 stiffened with welded mild steel sheet angles of size 25 mm x25 mm x3mm for bearing laid silver Oak/ Country wood joist of size 7.50 cm x5.0 cm spaced @ about 90 cm C/C and supported by Casurina props of 10 cm to 13 cm spaced @ 75 cm C/C etc,, complete complaying with standered specfications and as directed by the departmental officers.
8Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors.
9Providing 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 -
10Plastering with cement mortar 1:5 (One part of Cement and Five part of Plastering Sand (P- Sand)) 12mm, thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications
11Special ceiling plastering in CM 1:3, 10 mm thick including cost and conveyance of all materials to site with all leads of pure water for curing and all labour charges and all other incidental charges etc complete
12Supply and Delevery of 2000 Litre capacity PVC Tank with ISI mark including cost and conveyance of all materials etc. complete.
13Supply and fixing of M.S Grills with Doors and Windows with one coat of Red oxide with Primer including all costs such as welding,grinding and fabrication charges, cost and conveyance of all materials to site etc,complete as per standard specification.
14Exterior Emulsion paint Two coats with good quality of approved Emulsion paint including cost of all materials to site and all labour charges for mixing applying and proper curring etc., Complete as per Standard Specifications for 10 sqm
15Painting two coats with ready mixed synthetic enamal paint including cost & conveyance and all other incidental charges etc. complete for iron work
16Weathering course in brick jelly lime concrete using broken brick jelly of size 20mm uniform gauge in pure slaked lime (no sand to be used) to the proportion of brick jelly to lime being 32:12.5 by volume and laid over the RCC roof slab in a single layer of required slope and finished by beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime jaggery water, etc., complete as per standard specification and as directed by the deparmental officers.
17Finishing the top of roof with one course of machine pressed tiles of size 230mm x 230mm x 20mm of approved quality set in Cement Mortar 1:3 (One Cement and Three Sand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complying with standard specification and as directed by the departmental officers
18Supplying and fixing over the floors best quality of scratch ceramic tiles of 30 c.m x 30c.m x 6mm size of approved colour laying with cement mortor 1:3 mix pointing the joints with colour pigments etc. Complete.
19Wiring with 2 x 1.5 sq.mm. (22 / 0.3) PVC insulated SC unsheathed copper conductor of 1100V grade in suitablePVC rigid pipe concealed in wall and ceiling with PVC accessories in flush with wall with 3mm thick hylum sheetcover with TW switch box and 5A FT switch with continuous earth wire connection of 14 SWG TC wire for makinggood of the concealed portion with suitable colour for PVC concealed light point / fan point (for electronic regulator) SD 25
20Wiring with 2 x 1.5 sq.mm. (22 / 0.3) PVC insulated SC unsheathed copper conductor of 1100V grade in suitable SD 38PVC rigid pipe concealed in wall and ceiling with PVC accessories in flush with wall with 150mm x 100mm x 113mmTW switch box with 3mm thick hylem sheet cover for 5A 3 pin non inter locking wall socket with 5A flush typeswitch with continuous earth wire connection of 14 SWG TC wire and making good of the concealed portion withsuitable colour for concealed PVC plug point (SD 38)
21Towards labour charges for the erection of 1.5HP submersible pumpset in borewell/open well including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps pressure gauges upto the exterior wall of pump room and erection of panel board consiting of TPICN switches starter, volmeter, ammeter, three pilot (indicating) lamps capacitor single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules etc, complete and testing the pumpset and trail run for 10 days
22Rate for flushing of borewell of 6” dia requiring less than 4 hours operation using drill rods/ hose with required size of pipes for various capacity compressor including transportation, labour, and fuel charges for compressors as directed by the TWAD Officer and conducting yield test by ‘V’ notch method
23Supply and fixing of PVC pipes and specials including all cost of labours and material cost etc.,
24PCV Tap 25 mm
25PVC 32 mm dia pipe
2632mm coupler
2732 mm elbow
2832 mm Tee
2932mm * 25mm reducer
30PVC 25mm dia pipe
31Supply and delivery of Electrical specials including all labour charges etc..complete
32M-1320 Water Tight Bulk Head Fitting suitable for 100 / 60 WattsLamp with Guard Heavy Type Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 54505209
AUTHORITY Local Bodies
TENDER VALUE Ref. Documents
LAST DATE 11-03-2026
Authority
Authority Name Town Panchayats
Work Description Tender for Providing Pumproom With Sintex Arrangements At Ward No:10 Koll Athai Street In Panagudi Town Panchayat. (Estimate : 2.50 Lakh)
Basic Detail
Tender No 77 / 2026
Bidding Type Tender
Location
City Panagudi
State Tamil Nadu
Key Dates
Publish Date 07 Mar 2026
Submission Date 11 Mar 2026
Open Date 11 Mar 2026
Finance
Tender Value Ref. Documents
Tender Fee Ref. Documents
EMD 2500
Exemption Not Available
Document List
BOQ_807694.xls
c864a4fe-eee2-4c7a-a8fd-efd4806299fc.html
Tendernotice_1 (1).pdf

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Tender Timeline

Mar 07, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Mar 11, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Mar 11, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
xls

BOQ_807694.xls

html

c864a4fe-eee2-4c7a-a8fd-efd4806299fc.html

pdf

Tendernotice_1 (1).pdf

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