Allahabad Development Authority Tender

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Allahabad Development Authority - ADA Tender

Works
Building Construction
Eprocure
Opening Date4 Jun 2019
Closing Date14 Jun 2019
Tender Amount₹ 1,01,53,000 
Notes
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Costs

Description

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BOQ Items

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Concrete with 4 cm gauge brick ballast fine sand of 1.25 F.M. and cement in proportion of 8:4:1 in foundations and under floors including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (SI No. 275/2018)

54

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2415

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RCC works with cement approved coarse sand and 2cm gauge approved stone grit in the proportions 1:1/2:3 in slab excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. Binding wire and including necessary centering and shuttering etc. and supply of all materials, labour T&P etc. required for proper completion as per direction of E/I. (SI. No. 287A/2018)

188

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7225

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RCC works with cement approved coarse sand and 2cm gauge approved stone grit in the proportions 1:1.5:3 in T-beam and slab roof and coloumn excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. Binding wire and including necessary centering and shuttering etc. and supply of all materials, labour T&P etc. required for proper completion as per direction of E/I. (SI. No. 288/2018)

390

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8500

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RCC works with cement approved coarse sand and 2cm gauge approved stone grit in the proportions 1:1.5:3 in slab excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. Binding wire and including necessary centering and shuttering etc. and supply of all materials, labour T&P etc. required for proper completion as per direction of E/I. (SI.No. 284/2018)

68

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8060

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M.S. or Iron work in Plain work such as RCC or R.B. work including bending for proper shape and including supply of steel & its wastage bend, hooks and authorized overlapping shall be measured and including cost of binding wire. (SI.No. 504/2018)

761

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5356

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Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m : Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm dia (DSR 2.13.1.3/2016) (a) 0 - 1.5m

115

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532.85

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1.5 - 3.0m

115

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548.85

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3.0 - 4.5m

115

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820.6

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Providing and laying non-pressure NP3class (light duty) 600 mm dia. R.C.C. pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. (DSR 19.35.2/2016)

115

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2421

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M-150 Brick work in 1:4 (1 Cement & Four fine sand of 1.25 F.M.) mortar in super structure including supply of all materials, labour & tools & plants etc. required for proper completion of work One brick thick wall. (SI. No. 305+309/2018)

32

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4545

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12 mm thick Cement plaster in 1:4 with cement and fine sand of 1.25 F.M.)including supply of all materials, labour & tools & plants etc. (Sl.No.13.11c/2018 New Item)

150

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140

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Finishing wall with water proof cement paint of approved make and quality on new work with two coats to give an even shade including supply of all materials, labour T&P etc required for proper completion of the work. But for each coat of water proof cement paint after the first two coat. (SI.No. 660+661)

150

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75

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Deduction of cost of material avilable at site. Bricks

93840

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-5.2

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Bricks Bats

306

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-490

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Earth Work of filling including surplus earth at a distance of 8.0 Km. cartage from site including loading and unloading complete in all respect.

627

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309

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Constructing brick masonry manhole in cement mortr 1:4 (1 cement :4 coarse sand) with R.C.C top slab with 1:2:4 mix,foundation concrete 1:4:8 (1 cement:4 coarse sane:8 graded stone aggregate 40 mm nominal size), inside 12mm plaster, 1:3 cement coarese sand finished with floating coat of neat cement and making channels in cement concrete 1:2:4 coarse sand with 4 graded stone agg. 20mm nominal size finished with a floating coat of neat cement complete as per statandard design : inside size 120x90cm and 90cm deep including C.I cover with frame (heavy duty )560 mm intrnal dia., total weight of cover and frame to be not less than 208 kg (wt. of cover 108kg and wt. of frame 100kg):With common burnt clay F.P.S (non modular) bricks of class designation 7.5 (DSR 19.7.3.1/2016)

5

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22099

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Extra for depth for manholes :size 120x90cm with common burnt clay F.P.S (non modular) DSR 19.8.2.1/2016

18

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6587

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Making connection of sewer line with existing manhole including breaking into and making good the walls, floors with c.c 1:2:4 (1cement:2coarsesand:4 graded stone agg. 20mm nominal size cement plaster on both sides with cement mortar 1:3 cement and coarse sand finished with a floating coat of neat cement and making necessary channels for the drain etc. complete for pipes DSR 19.21.3

3

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648

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Construction of Chamber of 0.60 x 0.60 x 0.90 Mtr. size as per specified design and drawing and specification approved by ADA as per direction by E/I complete.

1

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7541.86

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Additional or subtraction of chamber shaft (.60x.60m) for 1.00 Mtr. Or part as per given design and drawing approved by ADA as per directed by E/I complete

1

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4521.06



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