Jhansi Development Authority Tender

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Jhansi Development Authority - JDA Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date1 Apr 2023
Closing Date17 Apr 2023
Tender Amount₹ 67,72,356 
Notes
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Costs

Description

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BOQ Items

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Excavation in foundation in but excavation in black cotton soil in bundelkhand area requiring use of special tools and plants such as pick axes and sabbal etc. In or under water and or liquid mud including 5km cartage. (20% extra on item no- 257+258A+231A)

2189.48

813391

371.5

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Cement concrete with 4 cm (1.5") gauge approved stone ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour and T & P etc. required for proper completion of the work. As per SOR NO. 281

82.4

354320

4300

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R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit in the proportion of 1:1.5:3 in foundation and footing excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and toos and plants etc, required for proper completion of the works. PWD-287(1)

274.73

1920362

6990

... More
Mild Steel or Iran in plain work such as reinforced concrete or reinforced brick work when not including in an overall rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & overlapping & hooks. SI No.-504

377.41

2355038

6240

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Random course rubble sasonary in 1:4 cement and coarse sand mortar in foundation and plinth, including supply of material as order by the Enginee-in-charge, labour, T&P etc, required for proper completion of work. S.O.R No-374(2)

127.08

489258

3850

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12 mm cement Plaster in 1:4 cement and fine sand mortar in single coat on fair side of single or half brick wall for interior plastering up to floor two level including internal rounded angles chamfers, and/or rounder angles not exceeding 80mm In girth and finished even and smooth No extra for mixing any additive. Sr No.-17.58 (II)

739.5

112404

152

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Struck cement pointing above but with cement mortar consisting of one part of cement and two part of Coarse sand of 2.20 Fm. SI no-574A

620.4

110431

178

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Earth work in cutting or in filling in ordinary soil, excavation to be in the form of regular pits not exceeding ½ mtr. (20") in depth and earthwork in embankment to be in 20 cm (8") layers, including ramming & dressing the surface to required levels and slops and also including 1.50 m (5 fts) lift and 30 m (100 fts) lead. The earth from cutting to be used in making filling or to be deposited as spoils banks within 30 meters (100 fts) distance as directed by Engineer-in-charge (Rates excluding royality) Cartage 5.00 Km SI no-231A+253

1537.8

481331

313



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