Jamia Millia Islamia Tender

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Jamia Millia Islamia - JMI Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date18 Jan 2024
Closing Date24 Jan 2024
Tender Amount₹ 29,85,500 
Notes
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Costs

Description

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Documents
JMI/BD/E- NIT/No.36/2023-24 for Raising and strengthening Boundary wall from TTI canteen to end point of Mujeeb Bagh (East Side), Jamia Millia Islamia
JMI/BD/E- NIT/No.36/2023-24
Report Missing Document

BOQ Items

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DO_NOT_SHOW

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REINFORCED CEMENT CONCRETE

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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 :_1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)

9

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8364.1

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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fllets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement:_1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

33.72

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9861.7

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Reinforced cement concrete work in beams, suspended foors, 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 foor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).

19

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10391.4

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Centering and shuttering including strutting, propping etc. and removal of form for

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Foundations, footings, bases of columns, etc. for mass concrete.

76

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332.1

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Lintels, beams, plinth beams, girders, bressumers and cantilevers

38

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608.35

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Columns, Pillars, Piers, Abutments, Posts and Struts

322

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804.25

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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.

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Thermo-Mechanically Treated bars of grade Fe-500D or more.

4000

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89.65

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MASONRY WORK

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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 1:4 (1 cement : 4 coarse sand)

80

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8512.1

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STEEL WORK

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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

540

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111.95

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FINISHING

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15 mm cement plaster on rough side of single or half brick wall of mix:_1:4 (1 cement: 4 coarse sand)

825

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354.5

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Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand):_Flush/ Ruled pointing

690

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319.35

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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :_Two or more coats on new work

100

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131.45

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REPAIRS TO BUILDING

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Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done.

180

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285

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Dismantling and Demolishing_Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge._Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

1.8

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2007.1

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Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge._In cement mortar

15

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1698.15

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Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :_In cement mortar

35

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2027.1

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Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.

88.85

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45.05

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ROAD WORK

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Providing and fixing concertina coil fencing with punched tapeconcertina coil 600 mm dia 10 metre openable length ( total length90 m), having 50 nos rounds per 6 metre length, upto 3 m height ofwall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apartand with 9 horizontal R.B.T. reinforced barbed wire, stud tied withG.I. staples and G.I. clips to retain horizontal, including necessarybolts or G.I. barbed wire tied to angle iron, all complete as per directionof Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Springcore (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mmwith tape (0.52 mm thick) and weight 43.478 gm/ metre (cost ofM.S. angle, C.C. blocks shall be paid separately)

350

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303.65

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Add for revised GST @18% in place of 12% ie 6.33% on SR&DR Total

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177732.07



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