Housing Urban and Rular Development Local Bodies Closing in 17 days TDR #58188760

Tender For Tirupathur District Sfc (Dp) 2026-27 Construction Of New 10000 Litre Oht And Deepening Of Existing Borewell With New Power Pump At Pananthoppu Vattam In Narayanapuram Panchayat Natr Alli Block Package No.09

Issued by Local Bodies · Tirupathur, Tamil Nadu
Tender Value
Ref. Documents
Estimated cost
Bid Submission
11 Nov 2026
17 days left
EMD
23000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Tirupathur District Sfc (Dp) 2026-27 Construction Of New 10000 Litre Oht And Deepening Of Existing Borewell With New Power Pump At Pananthoppu Vattam In Narayanapuram Panchayat Natr Alli Block Package No.09

BOQ

Name of Work:- Tirupathur District SFC (DP) 2026-27 Construction of New 10000 Litre OHT and Deepening of Existing Borewell With New Power Pump at Pananthoppu Vattam in Narayanapuram Panchayat Natr alli Block Package No.09
Sl. No. Item Description
1Construction of New 10000 Litre OHT and Deepening of Existing Borewell With New Power Pump at Pananthoppu Vattam in Narayanapuram Panchayat
2Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2.00 for the following classification of soil
3(A). First Depth of 2m
4(B). soft disintegrated rock kankar Laterite Ist Depth of 2.0 m
5Sand filling for foundation with M sand including cost of sand,watering,ramming and consolidation etc complete as directed by Departmental officers
6Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification
7Cement 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
8(A). Item below 1.5m from GL
9(B). Item 0m to 1.50m below GL
10(C). Item Above GL to 3.75m
11(D). Item Above 3.75m to 4.50m
12(E). Item Above 4.51m to 7.32m
13(F). Roof Slab
14Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid)
15I. Plane Surface
16(A). Below GL
17(B). From GL to 3.30m
18(C). From 3.31m to 4.30m
19(E). From 6.31m to 7.30m
20II. Curved Surface - upto 3.30m ht.
21(A). upto 3.30m ht.
22(B). From 5.31m to 6.30m ht
23III. Square Column
24(A). Below GL
25(B). From 0m to 3.30m
26(C). From 3.50m to 4.30m
27(D). From 4.31m to 5.30m
28(E). From 5.31m to 6.30m
29(F). From 6.31m to 7.30m
30Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel and binding wire)
31Painting 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.
32Providing outside M.S Ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps fixed at 30 cm centre to centre etc.and providing of Landing slabs with hand rails using 32mm GI pipe and 40mmx6mm MS flat etc. as per approved design
33Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (One cement, one and half sand and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc.,
34Providing PVC ventilating arrangements mosquito proof nylon net with 110mm PVC cowl and as directed by Dpt. Officers
35Providing Cut stone slab in CM 1:3 mix and as directed by Dpt. Officers
36Providing manhole cover of size 0.60x0.60 m in RCC 1:11/2:3 mix with suitable reinforcement and 50x50x6mm Ms angle fixed along edges and as directed by Dpt. Officers
37Provision for pipe connection arrangements for inlet, outlet scour and overflow etc. including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enamel paint
3865mm dia GI Pipe for inlet connection& outlet
3965mm dia GI Pipe for over flow and rain water harvesting pipes
4050mm dia GI Pipe for scour pipes
4165mm dia GM Gate valve
4250mm dia GM Gate valve
4350 mm dia Flange set
44Lifting charges for pipe connection
4575mm dia pvc thread coupler
4665mm dia GI Tee
4765mm dia GI flange set
4865mm dia GI coupling
4965mm dia GI Elbow
5050 mm dia GI Elbow
5165mm dia pvc thread coupler
5265mx 50mm dia GI Reducer
5375mm x 63mm PVC Reducer
5490mm x 75mm PVC Reducer
55Construction of Community Soak pit with Platform From OHT (SUB ESTIMATE)
56Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil of foundation.
57Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance with labour charges etc.,
58Brick work using country bricks of size 83/4\\"x41/4\\"x23/4\\" in cement mortar 1:5 (One cement and five M.Sand) including curing neat finishing,
59Filling With HBG metal for Soakpit Including all coveneyance of all materials to site and all labour changes etc complete.
60(A)Filling Soakpit with 225 mm Bond stone
61(B)Filling Soakpit with 40 mm Bond stone
62(C)Filling Soakpit with 20 mm Bond stone
63(D)Top Cover Slap
64Plastering with Cement Mortar 1:5 (One Cement and Three M.Sand) 12mm thick mixed with water proofing compound conforming
65Deepening of Borewell (SUB ESTIMATE)
66Supply & Delivery of 50 lpm x 225 m Head Submergible 7.50 HP pump set having duty
677.50 HP Panel Board
684 Sq mm Cable
6940mm GI pipe
7040mm GI Coupling
7140mm GI ELBOW
7240mm MS Clamp set
7350mm MS Flange set
7450 mm N R valve
7525 mm GI Pipe for EB service
767/20 Copper Wire for EB Servicing
777/20 GI Wire
7863 A Fuse carrierset
79Teakwood Board 12\\"x8\\"
80M S Kisoks and Fittings
81Bore Cover Plate
82Drilling of 150 mm dia vertical bore well in hard rock area by using bore rig including cost of all charges etc.,
83(A) 181.00 to 210.00 m
84(B) 211.00 to 240.00 m
85(C) 241.00 to 270.00 m
86(D) 271.00 to 300.00 m
87Labour charges for erection of 7.5 HP submersible pumpset with Pipe into Borewell
88Provision for Name Board Charges etc
89GST 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 58188760
AUTHORITY Local Bodies
TENDER VALUE Ref. Documents
LAST DATE 11-11-2026
Authority
Authority Name Rural Development And Panchayats Department
Work Description Tender for Tirupathur District Sfc (Dp) 2026-27 Construction Of New 10000 Litre Oht And Deepening Of Existing Borewell With New Power Pump At Pananthoppu Vattam In Narayanapuram Panchayat Natr Alli Block Package No.09
Basic Detail
Tender No A3/1399/2026
Bidding Type Tender
Location
City Tirupathur
State Tamil Nadu
Key Dates
Publish Date 24 Oct 2026
Submission Date 11 Nov 2026
Open Date 12 Nov 2026
Finance
Tender Value Ref. Documents
Tender Fee Ref. Documents
EMD 23000
Exemption Not Available
Document List
99ea8136-d7ab-4cfa-b729-88032225baf5.html
BOQ_861624.xls
Tendernotice_1.pdf
Tendernotice_2.pdf

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Tender Timeline

Oct 24, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 11, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 17 days
Nov 12, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 18 days

Tender Documents

Download All (ZIP) ↓
html

99ea8136-d7ab-4cfa-b729-88032225baf5.html

xls

BOQ_861624.xls

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

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