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 Aug 2024
Closing Date16 Aug 2024
Tender Amount₹ 17,22,000
Costs
EMD
₹ 17,220Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of 30000 Litre Oht At Thirupathi Nagar In Kotlampakkam Panchayat
Description
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Contact
Tender Id
2024_RDTN_469881_3Tender No
15th CFC BP 2023-24 Annagramam BlockTender 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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PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m & upto 4.50 m depth Below GL. For Footing
4.37
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RCC in 1:1:5:3 mix using 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete Below 1.5m & upto 4.50 m BGL For Raft slab
13.52
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0m to 1.50m below GL Column Brace at GL landing area-Base Beam landing area-Base Slab
1.75
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0m to 4.50m above GL Column Braces at 2.715 m from GL landing area-Base Beam landing area-Base Slab
2.83
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4.50 m to 7.32 m above GL Column Braces at 5.58 m from GL landing area-Base Beam landing area-Base Slab
2.22
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7.32 m to 10.98 m above GL Column Braces at 8.445 m from GL landing area-Base Beam landing area-Base Slab
2.53
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10.98 m to 14.64 m above GL Column For grid beam For Floor Slab For haunches For Side Wall 11.85m to 14.64m landing area-Base Beam landing area-Base Slab
11.4
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14.64 m to 18.30 m above GL For Side Wall 14.64m to 14.75m For Roof slab Deduction for manhole cover
3.09
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Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding Plain Surface Below &Above GL(Up to 3.30m)For Raft slab Sides For GL Brace bottom For GL Brace sides landing area Beam bottom landing area Beam side landing area Base slab bottom landing area Base slab side For Brace at 2.715m ht-bottom For Brace sides landing area Beam bottom landing area Beam side landing area Base slab bottom landing area Base slab side For Roof Slab Bottom Deduct for manhole Deduct for side wall junction Add for manhole sides
48.34
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From 5.30m to 6.30m above GL For Brace at 5.58m ht-bottom For Brace sides landing area Beam bottom landing area Beam side landing area Base slab bottom landing area Base slab side
11.96
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For Brace sides landing area Beam bottom landing area Beam side landing area Base slab bottom landing area Base slab side
11.96
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From 11.30m to 12.30m For Floor Slab bottom at 11.61m For Floor beam bottom Floor beam Outer side Floor beam Inner side D/F floor beam landing area Beam bottom landing area Beam side landing area Base slab bottom landing area Base slab side
40.45
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Square Column Below GL and upto 3.30m above GL Column Deduct for G.L. brace & col. Jn Deduct for brace I & col. Jn
21.6
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3.30m to 4.30m ht
4.8
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4.30m to 5.30m ht
4.8
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5.30m to 6.30m ht
4.08
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6.30m to 7.30m ht
4.8
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7.30m to 8.30m ht
4.8
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8.30m to 9.30m ht
4.08
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9.30m to 10.30m ht
4.8
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10.30m to 11.30m ht
4.8
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11.30m to 11.45m ht
0.72
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Curved Surface - upto 3.30m ht.Floor slab side Side wall above floor slab (inner face)Side wall above floor slab (outer face)Roof Slab sides Haunch(Slanting)
82.76
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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 The Dept. officers.
46.5
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Painting two coats with approved Emulsion 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 The Dept. officers. Column Deduct for brace junction For brace at 2.715m,5.58m and 8.445 m height Floor beam - outer Inner Floor slab bottom Floor slab side Floor slab projected portion top Side wall Roof slab projected portion Roof slab side D/F column & brace Jn D/F column side @ landing slab
160.13
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Fabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps fixed at 30cm centre to centre welded. Jointed etc., providing with handrails made out of 32mm Dia GL pipes and 40mm x6mm thick M
1
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Providing and fixing of RCC inner access ladder in M20 (one cement, one and half sane! and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc
1
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Providing Ventilating arrangements with 50 mm GI pipes with mosquito proof nylon net and as directed by Dept. Officers officers
3
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Providing cut stone slab in CM 1:3 of size 0.3 m x 0.3 m x 0.15 m and as directed by Dept. Officers officers
1
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Providing manhole cover of size 1x1 0.60 X 0.60M in RCC 1: 1.5:3 with suitable reinforcement and 5O x 5O x 6mm MS angle fixed along edges and as directed by the Dept. officers.
1
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Painting Dept. Officers emblem on the SR with enamel paint as per Board's specification and as directed by the Dept. Officers
3
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Supply,delivery and fixing of pipes and specials for OHT connections 65 mm GI Pipe for inlet , Outlet , scour and Overflow
90
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75 mm PVC Threaded Coupler
4
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65 mm GI elbow
8
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65x65x65 mm GI Tee
1
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65 mm GI coupling
10
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65 mm Flange set
3
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65 mm GM Gatevalve
3
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75mm OD PVC Pipes
9
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Labour charges for SR Pipe connection
1
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Refilling the foundation with excavated earth including consolidation as directed by the Dept. Officers.
43.31
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Earthwork excavation in all types strata for laying of pipes with the standard trench width as per Bd. Circular No.28/AE10/P&D/2001/ dt.01.10.2001 and JCE (P&D) / Lr.No.LM/AE10/P&D/ dt.22.11.2001 (210 & 140.25
18.9
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Towrds cost and supply of 63mm OD Pvc pipe 4kg/sqm from an approved qulity of all etc complete 63mm OD PVC PIPE 4 KSC
30
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Lowering and laying the PVC Pipes and specials to trench , laying to proper grade and alignment, Jointing with PVC coupler and specials fixing with Solvent cement paste etc 63mm OD PVC PIPE 4 KSC
30
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Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested. main wall alround
18.9
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Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works 63 mm OD PVC Bend 4ksc
1
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63 mm OD PVC Tee 4ksc
1
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63 mm OD PVC End cap
1
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Earthwork excavation in all classes of soils and depositing on bank with an initial lead and lift such as sand or other loose soil, wet sand not under water silt and ordinary soil, sandy loom, and hard stiff, black cotton soil, red earth, earth mixed with
2.11
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Filling with good river sand into foundation and basement including cost and conveyance of all materials to work site and all labourcharges for filling, watering etc., complete. platform foundation
0.53
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CC 1:4:8 mix using 40mm ISSHBG metal including cost and conveyance of all materials to work site and all labour charges for mixing, laying and watering etc., complete. platform foundation
0.7
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Cement concrete 1:2:4 mix using 20mm ISSHBG metal from approved sources including cost and conveyance of all materials to work site and all labour charges for mixing, laying, and watering etc., complete. Above basement Lintel Beam alround
0.7
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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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