Directorate Of Town Panchayats Tender

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Directorate Of Town Panchayats - DTP Tender

Works
Civil And Construction
Excavation
Eprocure
Opening Date7 Mar 2024
Closing Date11 Mar 2024
Tender Amount₹ 12,50,000 
Notes
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Costs

Description

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BOQ Items

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Reinforced Cement Concrete 1:1½:3 Mix (One part cement, one and half part sand and three part of aggregate)using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing but excluding cost of reinforcement etc. Complete with std. Specifications.(Using Vibrator)Column footing below 1.50m

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Column upto Plith or Tie Beam

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Column 0.00 mt to Tie beam + 4.00 mt level

3

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Column above 4.00m to Tie beam +8.00 mt level

3

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Column above 8.00m to Tie beam +12.00 mt level

3

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Column above 12.00m level to below the slab bottom

2

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Reinforced Cement Concrete 1:1½:3 Mix (One part cement, one and half part sand and three part of aggregate)using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing but excluding cost of reinforcement etc. Complete with std. Specifications.(Using Vibrator)

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Supplying and errecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using 90cm x 60cm and B.G 10 stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spread at about 90cm including all labour charges and cost and conveyance of all materials to site etc. complete complying with standard specification. TNDSS NO: 30&86 Below ground Level

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60000 lit OHT

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RCC Tie Beam at 0.00 level

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For Square Column above 0.000m to 4.0 ht from GL

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RCC Tie Beam at 4.00M level

15

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Square Column Square Column above 4.00m to 5.00M level ht from GL

5

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Column above 5.00m to 6.00M

5

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Column above 6.00m to7M

5

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Column above 7.00m to 8M

5

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Curved Surfaces OHT above 15.13 MT

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Roof Cover Slab

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Supplying fabricating and placing in position of steel rods using TMT Steel rod including cost of binding wire, cost of labour charges for fabrication and placing in position etc. Complete. Complying with std. specifications. TNDSS NO: 86

3700

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Supplying and Painting the walls with Two Coats Weather sealed Exterior emulsion Paint as instructed by the departmrntal officers including Preparation of surface curing, etc complete in all floorscomplying with standard specification. ( The Colour and shade of the paint shall be got approved by the departmental officers.)

216

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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. 60000 Litre OHT

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65mm Φ GI pipes for inlet connection

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65mm Φ GI pipes for Over Flow and Rain Water Harvesting Pipe

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Fabrication,supply,delivery and fixing of outside MS ladder of 45 cm wide made out of 50x50x6mm MS angle for sides and step in 16mm MS plain rods fixed at 30cm centre to centre welded, jointed etc,providing with suitable side supports clamps and locking arrandements providing with one coat of red oxide paint for providing access to roof top of 60000 lit capacity OHT of suitable inclined length, including bottom anchorage and transporation and as directed by departmental officers. 60000 Litres OHT

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Supply , delivery and fixing in position of CI man hole cover and frame of size 75x75 cm on roof slab and as directed by the Departmental Officers, The manhole frame and cover should be of light duty and conforming to IS 1726/1974

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Providing Reinforced cement concrete 1:1:5:3 ( one part of cement :one point five part of sand: Three paart of Coarse Aggregate) using 20 mm HBGS for RCC Handrails of 0.75 m height over the top of roof slab of approved pattern and design including the cost of reinforcement, centering, precasting, finishing

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Refilling the foundation for service reservior with excavated earth (over than sand ) in layers of 15 cm thick well rammed, watering and consolidating etc., complete complying with standard specification as directed Officers

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