Municipality Tender

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Municipality Tender

Works
Civil And Construction
Drainage Work
Opening Date15 Feb 2024
Closing Date23 Feb 2024
Tender Amount₹ 4,09,029 
Notes
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Costs

Description

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drainage;Constructing 904.0 mm (3?0?) dia solid block masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using fly-ash blocks of 225 mm thick from approved source having a minimum crushing strength of 10 N/sq.mm including plastering with cement mortar1:3 prop; 12mm (½?) thick both inside and outside, fitted with 500mm (20?) dia RCC manhole covers and frames including excavating pits up to a depth of 904 mm (3'-0") in all sorts of soils (excluding rock) and laying cement concrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification.

10

9870

98708.7

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drainage;Supplying, laying, jointing and testing of 254mm dia SWG SP-1 pipes of ISI make confirming to ISI 651 & 4127 with air tight Cement joints in CM (1.5:1) prop. Including excavation of trenches and socket pits in any soil (except rock requiring blasting ) upt0 914.4 mm (3' 0") depth and refilling with watering and tamping to the required slope including cost and conveyance of all materials to site and all labour charges ,overheads & contractor profit etc., complete for finished item of work. (APSS NO 1301 & 1318)

60

1703

102236.46

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drainage;Supplying, laying, jointing and testing of 300mm dia SWG SP-1 pipes of ISI make confirming to ISI 651 & 4127 with air tight Cement joints in CM (1.5:1) prop. Including excavation of trenches and socket pits in any soil (except rock requiring blasting ) upt0 914.4 mm (3' 0") depth and refilling with watering and tamping to the required slope including cost and conveyance of all materials to site and all labour charges ,overheads & contractor profit etc., complete for finished item of work. (APSS NO 1301 & 1318)

78

2252

175710.71

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drainage;Earth work excavation and depositing on bank with an initial lead of 10 mt, and intial lift of 2 mts in loamy and calye soils or red earth and ordinary gravel etc., complete including refilling charges for complete item of the work for chambers

8.78

281

2473.68

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drainage;Cutting of CC road surface including cost and conveyance of all material and labor charges etc., comp lete the item of the work

1.2

2664

3197.12



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