Drinking Water Supply and Sanitation Government Departments Closing in 1 days TDR #57341992

Tender For Reconstruction Of Sluice And Repairs To Kunnathur Tank Bund In Kunnathur Village In Tiruttani Taluk Of Thiruvallur District.

Issued by Government Departments · Thiruvallur, Tamil Nadu
Tender Value
9.80 Lakhs
Estimated cost
Bid Submission
17 Sep 2026
1 days left
EMD
10000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender For Reconstruction Of Sluice And Repairs To Kunnathur Tank Bund In Kunnathur Village In Tiruttani Taluk Of Thiruvallur District.

BOQ

Name of Work:- Reconstruction of Sluice and Repairs to Kunnathur Tank Bund in Kunnathur village in Tiruttani Taluk of Thiruvallur District.
Sl. No. Item Description
1Clearing juliflora jungle without uprootings and disposing of the same etc., complete as directed by the Engineer in Change of works and as per the technical specifications
2Earth work excavation for cut opening the tank bund with initial lead of 10 (ten) metres and initial lift of 2 (two) metres in hard stiff clay, stiff black cotton, soil, hard red earth, shales, murrams, gravel, stoney earth and earth mixed with small sized boulders and hard gravelly soil etc., complete as directed by the Engineer in charge of works and as per the technical specifications
3Dismantling, clearing away and carefully stacking materials and with out disturb near by structure useful for resue for any thickness of brick or stone masonry in cement mortar walls under 3 (Three) metres high etc., complete as directed by the Engineer in charge of wor4ks and as per the technical specification.
4Dismantling clearing away and carefully stacking the material useful for resue for any thickness of cut stone slab etc., complete as directed by the Engineer-in-charge of works and as per the technical specifications.
5Dismantling, clearing away and carefully stacking materials and with out disturb near by structure useful for resue for any thickness of plain cement concrete etc., complete as directed by the Engineer in charge of wor4ks and as per the technical specification.
6Earth work excavation for foundation in all soils inclusive of refilling the sides of foundation, shoring, strutting and bailingout water wherever necessary, well rammed, consolidated and depositing the surplus earth in places as shown by the departmental officers with an initial lead of 10 (Ten) metres and initial lift of 2 (Two) metres and clearing, leveling the site etc., complete as directed by the Engineer in charge of works and as per the technical specifications.
7Providing and placing in position of Plain cement concrete of grade M 10 with well graded aggregates and the nominal maximum size of coarse aggregate of 20mm to I.S specified grading and mixing in mechanically in approved mixer (to produce concrete of the specified characteristic strength of 10 N/mm2 at 28 days) including dewatering the placement site bailing/pumping and by diverting wherever necessary laying the concrete in layers of not exceeding 15cm thick compacting finishing the surface with all leads and lifts watering, curing complete so as to attain the profile and strength specified in the drawing etc., complete as directed by the Engineer in charge of works and as per the technical specifications.
8Providing and placing in position of Plain cement concrete of grade M 15 with well graded aggregates and the nominal maximum size of coarse aggregate of 20mm to I.S specified grading and mixing in mechanically in approved mixer (to produce concrete of the specified characteristic strength of 15 N/mm2 at 28 days) including dewatering the placement site bailing/pumping and by diverting wherever necessary laying the concrete in layers of not exceeding 15cm thick compacting finishing the surface with all leads and lifts watering, curing complete so as to attain the profile and strength specified in the drawing etc., complete as directed by the Engineer in charge of works and as per the technical specifications.
9Providing and placing in position of Plain Cement Concrete M20 using hard blue granite broken stone jelly of 20 mm size mixing with mixer machine including the cost of bailing/pumping wherever necessary laying the concrete in layers of not exceeding 15 cm thick excluding form works, centring, shuttering and steel fabrications compacting, consolidation by using vibrators, finishing, watering, curing, etc complete complying with standard specifications and as directed by the departmental officers
10Providing and placing in position of Reinforced cement concrete of grade M 20 with well graded aggregates and the nominal maximum size of coarse aggregate of 20mm to I.S specified grading and mixing in mechanically in approved mixer (to produce concrete of the specified characteristic strength of 20 N/mm2 at 28 days) including dewatering the placement site bailing/pumping and by diverting wherever necessary laying the concrete in layers of not exceeding 15cm thick compacting finishing the surface with all leads and lifts watering, curing complete so as to attain the profile and strength specified in the drawing etc., complete as directed by the Engineer in charge of works and as per the technical specifications.
11Refixing the available Cutstones in cement mortar 1:4, including curing, finishing etc., complete as directed by the Engineer in charge of works and as per the technical specifications.
12Supplying, erecting and Centering for vertical Plain / RCC Concrete walls including strutting upto 3m height using mild steel sheets of size 90 cm x 60 cm, and PG 10 gauge stiffened with mild steel angles of size 25 x 25 x 3mm laid over silver oak joists of 10 cm x 6.5 cm spaced at 90cm C/c and supported by causrina props of 10 cm to 13 cm dia spaced about 75 cms C/C etc., complete as directed by the Engineer in charge of works and as per the technical specifications.
13Vertical Centering Height – 0 to 90 cm.
14Vertical Centering Height – 0 to 180 cm.
15Curved Centering - 0 to 270 / 300 cm
16Curved Centering - 300cm to 400 cm
17Curved Centering - 400 to 500 cm
18Centering for soffits of Cement concrete works for plain surface including strutting upto 3m height using mild steel sheets of size 90 cm x 60 cm, and PG 10 gauge stiffened with mild steel angles of size 25 x 25 x 3mm laid over silver oak joists of 10 cm x 6.5 cm spaced at 90cm C/c and supported by causrina props of 10 cm to 13 cm dia spaced about 75 cms C/C etc., complete as directed by the Engineer in charge of works and as per the technical specifications.
19Supplying, fabricating and placing in position of ribbed for steel grills for Reinforcement of RCC works including cost of steel and binding wire and labour charges for de-coiling, cutting, bending, tying the grills and laying in position etc., complete as directed by the Engineer in charge of works and as per the technical specifications.
20Refilling with the excavated earth and watering to consolidation and compaction of each layer including side slopes etc., complete as directed by the Engineer in charge of works and as per the technical specifications.
21Gravel backing for apron / revetment / retaining wall in layers not exceeding 15 Cm thick including stacking for premeasurement, watering, consolidation and trimming the top surface so as to receive the rough stones, etc complete complying with standard specifications and as directed by the departmental officers
22Manufacturing and fixing of M15 concrete using 20mm ISS HBG stone Cement Concrete Block of size 300 X 250 X 200mm including cost and conveyance of all materials to work site, labour charges for fixing the same in position and handling charges for the same in position including all other incidental charges complete as directed by the Engineer in charge of works and as per the technical specifications.
23Supplying and fixing in position of country wood wrought and put up etc., complete as directed by the Engineer in charge of works and as per the technical specifications.
24Supply and fixing in position of petty Iron works wrought and put up etc., complete as directed by the Engineer in charge of works and as per the technical specifications.
25Earth work in all soils and sub soils except hard rock requiring blasting and conveying earth by deploying earth moving machineries and tippers for formation of bund with a lead of 0 to 100m in layers of suitable thickness, depending upon type of compaction equipment deployed and not exceeding 23cm thickness, benching of slopes prior to placement of earth fill including breaking clods, watering etc., complete as directed by the Engineer in Charge of works and as per the technical specification.
26GST 18% in Figures Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57341992
AUTHORITY Government Departments
TENDER VALUE 9.80 Lakhs
LAST DATE 17-09-2026
Authority
Authority Name water resources department
Work Description Tender For Reconstruction Of Sluice And Repairs To Kunnathur Tank Bund In Kunnathur Village In Tiruttani Taluk Of Thiruvallur District.
Basic Detail
Tender No e-Tender Notice No.3 DB / 2026-27 / Dt.31.08.2026
Bidding Type Tender
Location
City Thiruvallur
State Tamil Nadu
Key Dates
Publish Date 03 Sep 2026
Submission Date 17 Sep 2026
Open Date 18 Sep 2026
Finance
Tender Value 9.80 Lakhs
Tender Fee Ref. Documents
EMD 10000
Exemption Not Available
Document List
BOQ_842264.xls
c7cf8d36-7e62-4060-8513-12f99efa203d.html
PQ_Sluice_Repairs_Kunnathur_Tank.pdf
Tendernotice_1 (14).pdf

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Tender Timeline

Sep 03, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 17, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 1 day
Sep 18, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 2 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_842264.xls

html

c7cf8d36-7e62-4060-8513-12f99efa203d.html

pdf

PQ_Sluice_Repairs_Kunnathur_Tank.pdf

pdf

Tendernotice_1 (14).pdf

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