Directorate Of Town Panchayats Tender
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Directorate Of Town Panchayats Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date19 Dec 2024
Closing Date2 Jan 2025
Tender Amount₹ 67,00,000
Costs
EMD
₹ 67,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of 1 Lakh Litre Capacity Oht At Aanikuruppuvilai And Pumping Main Arrangements S.f530/8-2 In Keezhkulam Town Panchayat O And M Work
Description
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Contact
Tender Id
2024_DTP_512392_1Tender No
490/2024/A1Tender Authority
Directorate Of Town Panchayats ViewPurchaser Address
-Website
http://https://www.tn.gov.in/dtp/
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Documents
BOQ Items
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Outer & Inner Column
1726
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SDR - (Not Requiring Blasting) Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting
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Total
8.52
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Cement Concrete 1:4:8 (One Cement, Four crushed stone 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
7.74
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Providing and laying in position,Standardised Concrete Mix M-30 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 cementcontent of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete,
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Beyond 1.5 m below GL
14
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Upto 1.5 m below G.L.
5
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Upto 4.50 m ht. Above G.L.
6.91
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From 4.50 m to 7.32 m ht. From
G.L.
3
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From 7.32 m to 10.98 m ht. From
G.L.
7
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From 10.98 m to 14.64 m ht.
From G.L.
7
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Outer column 14.64-15.35 m
23
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From 18.3 m to 21.96m
9
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Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid)
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Square Column
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Column 0 to 3.3m ht above GL
and below GL
39
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Column above 3.3m to 4.3m ht
from GL
7
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column above 4.3 m to 5.3m ht
from GL
9
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column above 5.3 m to 6.3m ht
from GL
9
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column above 6.3 m to 7.3m ht
from GL
9
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Column above 7.3m to 8.3m ht
from GL
11
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column above 8.3 m to 9.3m ht
from GL
9
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column above 9.3 m to 10.3m ht
from GL
9
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column above 10.3 m to 11.3m ht
from GL
9
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column above 11.3 m to 12.3m ht
from GL
11
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column above 12.3 m to 13.3m ht
from GL
9
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column above 13.3 m to 14.3m ht
from GL
9
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column above 14.3 m to 15.3m ht
from GL
9
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column above 15.3 m to 16.3m ht
from GL
1
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Plain surface
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Below GL upto 3.3m above GL
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Column footing
46
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0 m to 3.3m ht from floor level
84.01
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3.3 m to 4.3m ht from GL
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Brace -I set
32
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7.3 m to 8.3m ht from GL
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Brace -II set
32
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11.3 m to 12.3m ht from GL
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Brace -III set
32
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15.3 m to 16.3 m from GL
70
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circular Column
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Column 0 to 3.3m ht above GL
and below GL
9
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Column 3.3 to 4.3m ht above GL
2
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Column 4.3 to 5.3m ht above GL
2
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Column 5.3 to 6.3m ht above GL
2
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Column 6.3 to 7.3m ht above GL
2
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Column 7.3 to 8.3m ht above GL
2
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Column 8.3 to 9.3m ht above GL
2
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Column 9.3 to 10.3m ht above GL
1.26
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Column 10.3 to 11.3m ht above GL
1.26
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Column 11.3 to 12.3m ht above GL
0.66
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Column 12.3 to 13.3m ht above GL
1.26
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Column 13.3 to 14.3m ht above GL
1.26
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Column 14.3 to 15.3m ht above GL
1.26
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Column 15.3 to 16.3m ht above
GL -Curved surface
13.98
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Curved surface
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From 0 to 3.3m from floor level
142.03
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Suppling 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.
6750.28
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Supplying and painting the walls with two coats of cement paint over one coat of cement primer as instructed by the departmental officers including preparation of surface curing, etc., complete in all floors complying with standard specifications (The colour and shade of the cement paint shall be got approved by the Executive Engineer before use of work).
283.91
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Providing RCC spiral staircase as per approved design
1
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Supply, delivery and fixing in position of RCC manhole of size 0.60 m x 0.60 m including locking arrangement, cost of materials etc. complete and as directed by the Depart. officers. M-0714 Pg.117
2
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Labour charges for Painting TWAD Board Emblem in accordance with the size and specifications as approved by the Board on the Service Reservoirs including cost of all consumables, one coat of base paint, scaffolding charges including painting NRDWP Logo on the Service Reservoirs. WD-W0745 Pg.195
5
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Supply and delivery of DI D/F Gate (sluice) valves (soft seated) resilient seated soft sealing Gate Valves (Sluice Valves) with body Bonnet of Ductile cast iron of Grade GGG 40 or GGG 50, Wedge fully rubber lined with EPDM replaceable spindle nut without gland packing and with 3 O- Ring protection on the shaft and seals of NBR and the valves should be of Vacuum tight and 100% leak proof with face to face dimensions as per BS 5163-89/ISI 14846-2000/DIN 3202 F4. All the valves should be with electrostatic powder coating both inside and out side with pocket less straight through body passage. All the valves are to be compatible for buried application with pressure rating PN 10/16 and with 5 years warranty SOR-24-25 12.10 Page 66 WD-M1199
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100mm
2
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Supplying and delivery of following DI specials of as per IS:9523-2000 with D.I pipes etc., complete as directed by the Engineer, and Provision for pipe connection arrangements for inlet, outlet, scour and overflow etc, including cost of pipes, specials, valve, labour charges for lifting, aligning, fixing of DI pipes etc, complete as detailed below
2243
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Supply Delivery and fixing of pipe connections
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Lowering the following size of HDPE pipes and specials into the trenches and laying to proper grade and alignment etc. complete and as directed by the TWAD Board WD-W0432 PG.171
6000
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Jointing HDPE Pipes and Specials by butt fusion welding / electro fusion welding joints using fusion equipment as per ISO 21307-2011 and as per IS 7634 (part-2) : 2012 including cost of hire charges for butt fusion equipment power supply arrangements etc., complete as per directed by TWAD Board Officers. WD-W0624 PG.184
500
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Testing of following HDPE wiith hydraulic testing equipment by fuilling with water (including cost of water @ Rs.60/KL) and testing to recommended pressure in convinient stetches and attending the bursts if any occured during the tests, excluding cost of pipes, including other incidental and operational charges etc., complete as directed by TWAD Board Officers.WD-W0463 PG.174
6000
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Supply and delivery of DI D/F Gate (sluice) valves (soft seated) resilient seated soft sealing Gate Valves (Sluice Valves) with body Bonnet of Ductile cast iron of Grade GGG 40 or GGG 50, Wedge fully rubber lined with EPDM replaceable spindle nut without gland packing and with 3 O- Ring protection on the shaft and seals of NBR and the valves should be of Vacuum tight and 100% leak proof with face to face dimensions as per BS 5163-89/ISI 14846-2000/DIN 3202 F4. All the valves should be with electrostatic powder coating both inside and out side with pocket less straight through body passage. All the valves are to be compatible for buried application with pressure rating PN 10/16 and with 5 years warranty WD-M1201 PG.66
1
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Supply and delivery of HDPE pipe 90mm PN 6 WD-M0187 Page 14
6000
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