Housing Urban and Rular Development Local Bodies Closing in 14 days TDR #56515081

Tender For Construction Of 100000 Liter Capacity Sump, Pump Room And Motor Arrangements @ Pudhunaduvalur Pt In Perambalur Block In Perambalur District

Issued by Local Bodies · Perambalur, Tamil Nadu
Tender Value
Ref. Documents
Estimated cost
Bid Submission
05 Aug 2026
14 days left
EMD
16000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of 100000 Liter Capacity Sump, Pump Room And Motor Arrangements @ Pudhunaduvalur Pt In Perambalur Block In Perambalur District

BOQ

Name of Work:- Construction of 100000 Liter Capacity Sump, Pump Room and Motor Arrangements @ Pudhunaduvalur Pt in Perambalur Block in Perambalur District
Sl. No. Item Description
1Sump Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m for foundation including shoring, strutting wherever necessary including hand bailing out water and all other incidental charges. etc. complete as directed by TWAD Board Officers as detailed below.
2Supply and filling the foundatiion and basement with clear M. sand in layers complying with standard specification including consolidation and watering etc. complete and as directed by TWAD Board Officers.
3Plain cement concrete with P.C.C 1:4:8 (one cement, four sand and eigth course aggregate) using 40 mm H.B.G stone for levelling course including cost of mixing cement, placing, ramming and curing etc., complete as directed by the TWAD Board Officers.
4Cement Concrete 1:1-1/2:3 (One Cement, One and a half crushed stone M.Sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works 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 and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three M.Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers
5Above GL
6Below GL & Upto 1.50m
7Supplying, fabricating and placing in position of RTS rods at all heights for reinforcement including the cost of steel and binding wire, labour charges etc., complete for all RCC works and as directed by TWAD Board Officers.
8Centering for sides and soffits of R.C.C slab for plane surface / curved surface including strutting upto required height using MS sheets of size 90cmx60cm and BG 10 gauge, stiffend with welded MS angle of size 25mmx25mmx3mm laid over silver oak (country wood) joists of size 10cmx6.5cm (space at about 90cm c/c) and supported by casurina props of 10cm to 13cm dia spaced at 75cm c/c complying with standard specification etc., complete as directed by the TWAD Board Officers for the following items
9Plain surface
10Circular column
11Curved surface
12Supply and fixing of CI manhole power with frame of size 0.60m x 0.60m (heavy duty)with locking arrangements as directed by TWAD Board Officers. The manhole cover frame and cover should be light weight conforming to IS 1726 / 1974
13Supplying and fixing RCC ladder inside the sump
14Refilling the outside of the sump with excavated earth(other then sand) complying with standard specification for filling the foundation including watering consolidation etc., complete as directed by the TWAD Board Officers.
15Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification.
16Pipe Line Earth work excavation and depositing on sides with an initial lead and lift in all classes of hard soils and loose soils as per ss20B for foundation
17Refilling the basement with excavated earth other than sand complying the Standard specification twad pg no 269 sl. No 19.b
18Supply and delevery of following PVC pipes and specials
1990 mm PVC pipe 6Kgs
2080mm GI Pipe
2180 mm GI Elbow
2280 mm GM Returen Valve
2380mm GI Flange set
2480 mm GI Gate Valve
2580mm GI Coupling
2690mm PVC FTA
2790mm PVC Elbow
28Laying and joining of Pvc pipes and specials of all Labour charges etc completed twad pg no 248 sl. No 11b( i)
29Pump Room Earth work excavation and depositing on bank with initial lead and lift asper SS20B for foundation etc., complete.
30Filling with good M. sand including cost and conveyance of all materials to site and all labour charges etc., complete
31Earth Filling in Basement & sides of foundation with excavated earth including ramming and conslidatio etc completed
32Foundation concrete in C.C.1:4:8 mix using 40mm ISS HBG Metal including cost and conveyance of all materials to site and all charges etc.,
33Supplying and Delivery of Following Size Steel Door Including all Labour Charges etc.,Complete.
34Random rubble masonry in cement mortar 1:5 mix with simultaneous pointing including cost and conveyance pf all materials to site and all labour charges etc.,Cmplete.
35Brick Work in following cement Mortar using best quality Good Quality Country Bricks of size 23 x 11 x 7 cm for foundation and basement including curing etc., complete
36Supplying and erecting steel centering for sides and soffits complete complying with standard specifications including all labour chages etc.,
37Supplying, fabricating and placing in position of RTS rods at all heights for reinforcement including the cost of steel and binding wire, labour charges etc., complete for all RCC works and as directed by TWAD Board Officers.
38Cement Concrete 1:1-1/2:3 (One Cement, One and a half crushed stone M.Sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works 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 and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three M.Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers
39Plastering with cement mortar 1:5 mix to 12mm thick including all cost and conveyance of all materials to site and all labour charges etc.,Complete.
40Plastering with cement mortar 1:3 mix to 10 mm thick including all cost and conveyance of all materials to site and all labour charges etc.,Complete.
41Plastering with cement mortar 1:4 mix to 20 mm thick including all cost and conveyance of all materials to site and all labour charges etc.,Complete.
42Distember washing two coats with new wall surface including cleaning preparing the surface and curing etc complete.
43Exterior emulsion two coats of approved colour new wall surface including cleaning preparing the surface and curing etc complete.
44Painting new iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with two coats of best approved first quality and colour of synthetic enamel paint over the existing red oxide priming coat in all floors excluding cost of priming coat etc., complete complying with standard specification. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.)
45Towards cost RCC Jolly in all charges.
46Motor Supply, Delivery of Submersible Pumpset suitable for OPen Well conforming to I.S.Specifications for the following duty conditions. (10HP Motor) 10 H.P X 200 X 125 M
47Supply, Delivery of Pannel Board with necessary fittings suitable for Submersible pumpset for the following duty conditions. For 10.00 H.P
48Supply, Delivery of the Following size of the flat PVC 3 Core copper conducted cable conforming to I.S. 694 / 90 suitable for Submersible Pumpset. 2.50 Sqmm. 4 core flat copper cable
4990mm HDPE Hose
50Service Wire
51Service Pipe
52Nylon Rop
53Light Point
54Plug Point
55Labour charges for erection of 10 H.P. Submercible Pumpset in the open well including fixing and jointing the cable with clamps, twin earthing trial run etc.,Complete.
56Provision for EB Deposit charges
57Provision for Name Board charges
58GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \\"BB\\" for all works in this package} Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56515081
AUTHORITY Local Bodies
TENDER VALUE Ref. Documents
LAST DATE 05-08-2026
Authority
Authority Name Rural Development And Panchayats Department
Work Description Tender for Construction Of 100000 Liter Capacity Sump, Pump Room And Motor Arrangements @ Pudhunaduvalur Pt In Perambalur Block In Perambalur District
Basic Detail
Tender No Lr No 1774/2026/A2 Dt 13.07.2026
Bidding Type Tender
Location
City Perambalur
State Tamil Nadu
Key Dates
Publish Date 17 Jul 2026
Submission Date 05 Aug 2026
Open Date 05 Aug 2026
Finance
Tender Value Ref. Documents
Tender Fee Ref. Documents
EMD 16000
Exemption Not Available
Document List
4f7d1c98-1bf3-40fa-981d-12b836b68e14.html
BOQ_825155.xls
PART1.pdf
PART2.pdf
Tendernotice_1.pdf

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Tender Timeline

Jul 17, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 05, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 14 days
Aug 05, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 14 days

Tender Documents

Download All (ZIP) ↓
html

4f7d1c98-1bf3-40fa-981d-12b836b68e14.html

xls

BOQ_825155.xls

pdf

PART1.pdf

pdf

PART2.pdf

pdf

Tendernotice_1.pdf

Disclaimer

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