Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date5 Apr 2025
Closing Date10 Apr 2025
Tender Amount₹ 14,45,000
Costs
EMD
₹ 14,450Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of 30000 (12.00m Stage ) Litre Capacity Of Oht With Extension Of Pipe Line Arrangement At Keelapudukudi Vadakoor In Ammanpuram Panchayatat Tiruchendur Block
Description
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Contact
Tender Id
2025_RDTN_538864_1Tender No
T3/2042/2024 01.04.2025Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
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10.31 to 11.30m
4.8
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-
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Supplying fabricating and placing in position of HSD steel rods for reinforcement including the cost of steel and binding wire etc., complete and as directed by officers.
3.95
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Painting 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 putt
157.75
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5.31 to 6.30m
11.97
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-
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7.33m to 10.98m from GL
2.53
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-
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50mm dia GI Tee
1
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-
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Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with Standard specification
2.3
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-
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Supply and delivery of 63mm PVC 4 ksc pipe including cost and conveyance of all labour charges etc complete
50
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-
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For items 1.5m to 4.5m Below GL
7.58
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-
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50mm dia GI Coupling
1
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-
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Earth work excavation and depositin on bank with an initial lead of 10m and initial lift of 2 m in hardsitticlay. Stiff black cotton soil, hard red earth, shales,murams, gravel for pipe trenches.
31.5
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0 to 3.30m
78.88
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-
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Name of Work: Construction of 30000 (12.00m stage ) Litre capacity of OHT with Extension of Pipe Line arrangement at Keelapudukudi Vadakoor in Ammanpuram Panchayat.
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11.31 to12.30m
39.91
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C)Square columns
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-
-
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50mm dia GI Pipe for over flow and rain water harvesting pipes
15
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-
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Supplying , Fabricating,Delivery and placing in position MS steel Ladder wide 0.45m made out of 50x50x6mm MS angle for sides and steps in 16mm MS plain rods fixed at 30cm c/c welded and Jointed etc. , Complete complying with stanard specification.
1
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Supplying and erecting stee centering for sides and soffits including necessary supports and shuttering to the required height for RCC items using MS angles of size 25mm×25mm×3mm of boarding, laid oversilver oak joints of size 10cm × 6.5cm speced as 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., completed and as directed by officers.
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Providng manhole cover of size 0.60 x 0.60M in RCC inner 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by officers.
1
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-
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50mm dia GI Elbow
4
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Below GL
20.77
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9.31 to 10.30m
4.8
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50mm dia Flange set
1
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8.31 to 9.30m
11.97
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-
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10.99m to14.64m from GL
11.41
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-
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50mm dia GI Elbow
1
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-
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3.31 to 4.30m
4.8
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5.31 to 6.30m
4.08
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14.64m 18.30m above GL
2.78
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50mm dia GI Pipe for delivery
13
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GST 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}
1
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-
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7.31 to 8.30m
4.8
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-
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50mm dia GM Gate Valve
1
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4.31 to 5.30m
4.8
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-
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RCC 1:1.5:3 (One cement, one and half sand and three aggregates) using 20mm HBGS excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by TWAD Board officers.
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A) Plane surface
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0m to 4.50m Above GL
2.83
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6.31 to 7.30m
4.8
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8.31 to 9.30m
4.08
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Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD board officers. A.Hard stiff clay black cotton, hard red earth, shales, murr
55.13
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Refilling the pipe line trenches with excavated earth including all labour charges
31.28
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50mm dia GI Pipe for scour pipes
12
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50m dia GI Pipe for inlet connection& outlet
18
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50mm dia GM Gate Valve
2
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0m to 1.5m Below G.L.
1.75
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-
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50mm dia GI Flange Set
1
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0m - 3.30m Above GL
26.38
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From 5.31-6.30m Height
3.5
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Cement concrete 1:4:8 ( One of cement, four of sand and eight aggregates) using 40mm HBGS for leveling course including the cost of mixing, curing etc., complete as directed by officers.
3.46
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4.51m to 7.32m from GL
2.23
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B)Curved surface
-
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