Allahabad Development Authority Tender

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Allahabad Development Authority - ADA Tender

Works
Civil And Construction
Excavation
Eprocure
Opening Date23 Aug 2023
Closing Date5 Sep 2023
Tender AmountRefer Documents 
Notes
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Costs

Description

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BOQ Items

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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to reinforcement with 1:1.5:3 (1cement : 1.5 coarse sand (zone-iii): 3 graded stone aggregate 20mm. nominal size) RCC (1cement :1.5 coarse sand : 3 stone aggregate)

17.5

162582

9290.42

... More
Centring and shuttering including strutting, propping etc. and removal of form for all heights. Suspended floors, roofs, landing, balconies and access platform.

100

66437

664.37

... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in passion and binding all complete upto plinth level. Hot rolled deformed bars.

1095

85081

77.7

... More
Boring/drilling bore well of required dia for casting/strainer pipe, by suitable method prescribed in IS: 2800 (part I) including collecting samples for different strata, preparing and submitting strata chart/bore machineries required for the job, all complete as per direction of Engineer in charge up to 90 metre depth below ground level. All type of soil 300 mm dia

300

153939

513.13

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Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fitting & accessories etc. all complete for all depths as per direction of Engineer-in-charge. 150mm. nominal size dia

300

173817

579.39

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Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

15

16930

1128.7

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Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

15

17017

1134.51

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Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer –in-charge.

15

17017

1134.51

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Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.

12.5

16025

1282.07

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Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 150 mm clamp

10

13947

1394.74

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Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 150 mm dia

5

1220

244.19

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Providing, fixing in position of ISI marked UV stabilized UPVC pipes for venting , Type-B as per IS : 13592 suitable for rubber ring joints for vertical pipes and solvent cement joints for horizontal pipes, including all necessary specials and fittings (Make : Finalex/ Astral / Ashirwad) 75 mm dia (wall thickness-3.2 to 3.8 mm)

75

27750

370

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Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Rectangular shape 600x450mm internal dimensions

25

27198

1087.93

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Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS:10910, on 12 mm dia. Steel bar conforming to IS:1786, having minimum cross section as 23mm x 25 mm and overall minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded leg having 2 mm tread on top surface by ribbing or chequering besides necessary and adequated anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per spaecifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design. Total for one desalting tank & RWH PIT Size-5x1.75x2.5)& (2x1.75x3.5)M.

150

63325

422.17

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Construction of Drain Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas(exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil

585.48

104250

178.06

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

71.4

391471

5482.79

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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either redesign the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cum All works above plinth level upto floor V level

136.08

1188858

8736.47

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As in item 20 above but for slab.

62.1

542534

8736.47

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo- Mechanically Treated bars

208.98

1623768

7769.97

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Excavating trenches in all kind of soil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. up to 1.50 m depth Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm

208.98

118011

564.7

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Open timbering in trenches including strutting and shoring complete. (Measurement to be taken of the face area timbered) Depth not exceeding 1.5 meter

100

5941

59.41

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Providing and laying Non pressure NP3 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2

300

1056300

3521

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

100

548279

5482.79

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Constructing brick masonry circular type manhole 0.91 M. internal dia at bottom and 0.56 M. dia at top with F.P.S. bricks in cement mortar 1:4 (1 cement: 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement :3 coarse sand: 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size ) finished with a floating coat of neat cement all complete as per standard design 0.91 M deep with S.F.R.C. grating and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to IS : 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 gradded stone aggregate of 20 mm nominal size)

7.5

77264

10301.99

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Extra depth for circular type manhole 0.91 M internal dia (at bottom) with F.P.S. bricks beyond 0.91 M to 1.67 M.

10

60554

6055.46

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Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS:10910, on 12 mm dia. Steel bar conforming to IS:1786, having minimum cross section as 23mm x 25 mm and overall minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded leg having 2 mm tread on top surface by ribbing or chequering besides necessary and adequated anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per spaecifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.

40

16886

422.17

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Rejuvenation of Pond Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in Charge: All kinds of soil

3488.03

323479

92.74

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

583.62

3725468

6383.38

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Providing & fixing of LDPE film is an abbreviation for low density polyethylene film 1.5mm thickness or 1000 Micron including Bitumen tap & all necessary T&P etc. all complete in direction of engineer in charge.(BIS:2508:84 with latest amendment.)

4066.23

1016557

250

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Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Light shade pigment using white cement

3488.03

3727587

1068.68

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Fountain

2

2000000

1000000

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Pump Supply and fixing of pump etc. as per direction of Engineer-in-charge.

1

100000

100000



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