Directorate Of Town Panchayats Tender
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Directorate Of Town Panchayats Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date10 May 2025
Closing Date15 May 2025
Tender Amount₹ 29,00,000
Costs
EMD
₹ 29,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
General Fund 2024-2025-1 Chettipalayam Town Panchayat Coimbatore District
Description
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Contact
Tender Id
2025_DTP_556640_1Tender No
ROC NO.06/2025 -General Fund 2024-25Tender Authority
Directorate Of Town Panchayats ViewPurchaser Address
-Website
http://https://www.tn.gov.in/dtp/
GEM & Bid Advisory Services
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BOQ Items
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PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL. Upto 1.50m below GL
1
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1.50m to 4.50m below GL
6
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RCC M 30 design mix using 20mm HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete Column footing below 1.50 m from GL For rectangular portion & For trapezoidal portion
10
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Column below GL upto 1.50 m
1
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-
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Column above GL upto 4.50 m
2
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-
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Column above 4.50 m upto 7.32 m
2
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-
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Column above 7.32 m upto 10.98 m
2
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-
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Column above 10.98 m upto 14.64 m
2
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-
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Column above 14.65 m upto 15.12 m
1
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-
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Braces at GL
2
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Footing Slab for Outside Ladder
1
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Braces at 3.78 m from GL
2
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Landing slab for Outside Ladder at 6.74 m from GL
1
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-
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Braces at 7.56 m from GL
2
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-
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Landing slab for Outside Ladder at 9.605 m from GL
1
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-
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Braces at 11.34 m from GL
2
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-
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Landing slab for Outside Ladder at 12.47 m from GL
1
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-
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Floor beam from 15.12 m to 15.59 m above G.L.
2
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-
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Floor slab at 15.59 m above G.L.
6.5
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-
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Landing slab for Outside Ladder at 15.725 m from GL
1
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-
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Side wall from 15.85m to 18.64m above G.L.
7
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Side wall from 18.64 m above G.L.
2
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Haunches from 15.85m to 16.00m above G.L.
0.2
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Roof slab at 18.35 m above G.L.
4.5
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Centering, soffits of RCC works including strutting and shuttertting Charges etc. complete for the following Column footing (plane surface) Square Column:
10.5
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Column 0 to 3.3m ht. above G.L and below GL
21.5
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Colum above 3.3m to 4.3 ht from GL
4.8
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Column above 4.30 m upto 5.30 m
4.8
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-
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Column above 5.30 m upto 6.30 m
4
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Column above 6.30 m upto 7.30 m
4.8
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-
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Column above 7.30 m upto 8.30 m
4.8
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-
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Column above 8.30 m upto 9.30 m
4
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Column above 9.30 m upto 10.30 m
4.8
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-
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Column above 10.30 m upto 11.30 m
4.8
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-
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Column above 11.30 m upto 12.30 m
4.8
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-
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Column above 12.30 m upto 13.30 m
4.8
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Column above 13.30 m upto 14.30 m
4.8
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Column above 14.30 m upto 15.12 m
4
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Plain Surface For G.L. brace 0-3.3 m
13.5
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For brace at 3.78 m height
13.5
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Landing slab for Outside Ladder at 3.83 m from GL
1.5
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For brace at 7.56 m height
13.5
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Landing slab for Outside Ladder at 7.61 m from GL
1.5
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For brace at 11.34 m height
13.5
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Landing slab for Outside Ladder at 11.39 m from GL
1.5
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Floor beam sides from 15.12 m to 15.59 m above GL - Inside & outside
4.2
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Floor slab and working platform at 15.59m above G.L..
41
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Landing slab for Outside Ladder at 15.725 m from GL
1.5
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Roof slab at 3.55 m above floor slab Curved Surface - upto 3.30m ht.
22
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Floor slab above platform Side wall above floor slab (inner face) Side wall above floor slab (outer face) Roof Slab sides above platform
122
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Supply, fabrication, placing in position of steel rods cutting tying etc. complete including cost of reinforcement RTS rods. up to 16 mm dia
40
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above 16 mm dia
28
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Painting two coats to the exposed surface of SR using cement paint
193
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Providing MS Steel Ladder outside the tank as per drawing
1
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Providing 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., to required height and clear width of 45cm consisting of two Nos. of vertical post of 10cm x 15cm and step slab of 25mm x 25mm etc. complete and as directed by TWAD Board officers.
1
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Providing PVC ventilating arrangements mosquito proof nylon net with 110mm PVC cowl and as directed by TWAD Board officers
2
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Providing cut stone slab in CM 1:3 of size 0.45 m x 0.45 m x 0.15 m and as directed by officers
1
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Providing C I (Hevy duty) manhole cover of size 0.60 x 0.60M and as directed by TWAD Board officers Provision 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 etc. complete as detailed below.
1
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65mm dia GI pipes for inlet connection
24
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65mm dia GI pipes for over flow & rain water harvesting pipe
24
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65mm dia GI pipes for scour pipe
11
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65mm dia GI pipes for delivery pipe
27
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90mm dia PVC Threaded coupler
2
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63mm dia PVC Threaded coupler
2
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65mm dia GI Tee
2
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65mm dia GI 90o Bend
5
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65mm dia GI Bend
2
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65mm dia GM Gate valve
1
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65 mm dia GM Gate Valve
2
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90 mm dia. OD PVC pipe rain water harvesting
16
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Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers
48
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For Rain water harvesting Parapet wall over roof slab for rain water harvesting arrangement Brick work in CM 1:5 ( One cement and six sand ) using country bricks of size 8.75" x 4.25" x 2.75" including for parapet wall alround roof slab as directed by TWAD Board officers.
0.15
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Plastering in CM 1:5 ( One cement and five sand ) - 12 mm thick alround parapet over roof slab including finishing curing etc., complete and as directed by TWAD Board officers.
4
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Plastering in CM 1:3 ( One cement and three sand ) - over roof slab of reservoir with proper gradient of 1/50 for drainnthe rain water at the center of roof slab by connecting the rain water harvesting pipes with over flow pipe as per type design and as directed by TWAD Board officers.
14
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Painting two coats with approved cement paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete and as directed by TWAD Board officers.
1.5
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Supply and fixing of PVC gratings of size 75 x 50 mm for fixing in the roof of the reservoir.
1
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Recharge / Soakpit for rain water harvesting for reservoir with flat roof: Earth work excavation and deposting on bank with initial lead of 10 m and initial lift of 2 m for Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small sized boulders and hard gravely soil as per SS20B. For recharge pit brick work portion, For recharge pit inside brick work portion
9
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Brick work in CM 1:6 ( One cement and six sand ) using country bricks of size 8.75" x 4.25" x 2" including curing etc., complete for parapet wall alround roof slab as directed by TWAD Board officers.
1.5
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Supply, delivery and filling of clean course M.sand for the recharge pit as per type design.
2
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Supply, delivery and filling og 20 mm size brick bats as per type design.
8
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Supply, delivery and filling of 40 mm size brick bats as per type design.
4
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Supply, delivery and fixing of splash pad of size 500 x 500 x 50 mm at the over flow junction point with recharge pit.
1
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Earth work excavating and depositing on bank with initial lead of 10 metre and initial lift of 2 metre in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders as per standard specification
324
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Supply and delivery 90 mm PN6 HPDE PIPES PE 100 as per is 4984/2016including all cost and conveyance of all materials etc., complete
800
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Lowering of 90 mm PN6 HPDE PIPES PE 100 as per is 4984/2016 to trench with in a lead of 200m lowering in to a trench carefully laying to proper grad and alignment and as directed by TWAD Officers
800
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Refilling with excavated earth other than sand complying with standard specification.
324
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