Irrigation And Flood Control Department Tender

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Irrigation And Flood Control Department - IFC Tender

Works
Eprocure
Opening Date27 Jul 2019
Closing Date10 Oct 2019
Tender Amount₹ 18,37,926 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10m sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil

16

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125.95

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)

5

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4751.65

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)

1

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5582.85

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12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)

5

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172.95

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15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)

11

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200.25

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Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).450 mm dia piles

184

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1684.35

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Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile above 50 tonne and upto 100 tonne Safe capacity Routine test (Test Load 1.5 times the Safe capacity)

2

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26714.5

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Centering and shuttering including strutting, propping etc. and removal of form for all heights :Foundations, footings, bases of columns, etc. for mass concrete

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193.95

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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

174

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378.6

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Suspended floors, roofs, landings, balconies and access platform

73

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422.3

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Columns, Pillars, Piers, Abutments, Posts and Struts

15

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467.85

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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 : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).

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5924.65

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1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size).

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4927

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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size)

24

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7628.15

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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement : 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size)

19

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7757.8

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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 floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1:2 (1 cement : 1 coarse sand (zone-III) : 2 graded stone aggregate 20 mm nominal size).

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8000.05

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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 of grade Fe-500 D or more.

11550

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56.6

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Providing and Fixing 100mm dia P.V.C. Pipe drainage spouts as per drawing

4

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243.9

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Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm)

139

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58.8

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Supply of good earth by mechanical transport at site including royalty, loading, unloading, stacking and banking the same in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers with in a lead 15 km and lift up to 1.5m

159

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553.5



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