Jamia Millia Islamia Tender
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Costs
EMD
₹ 20,300Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_JMI_811798_1Bid Award Id
ViewTender No
JMI/BD/E- NIT/No.25/2024-25Tender Authority
Jamia Millia Islamia ViewPurchaser Address
-Website
http://https://www.jmi.ac.in/
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Documents
JMI/BD/E- NIT/No.25/2024-25 for Strengthening of balconies and chhajjas and repairing and finishing of outer surface of quarter No. D-17 to D-21, Ajmal Bagh, Jamia Millia Islamia.
BOQ Items
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)
2
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8512.1
Providing half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in cement mortar 1:3 (1 Cement : 3 coarse sand) in superstructure for closing cavity 5 to 7.5 cm wide in cavity wall complete with 10cm / 11.4 cm wide bitumen felt type 3 grade 1.
9
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273.45
STEEL WORK
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Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required_In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
1078
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142.3
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer._M.S. tube
195
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157.15
Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete._Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides
50
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732.2
FLOORING
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40 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) and top layer 6mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from 1 mm to 4 mm nominal size, laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume, including cement slurry etc. complete_Dark shade pigment with ordinary cement
1
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917.5
Marble chips skirting up to 30 cm height, rubbed and polished to granolithic finish, top layer 6 mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from smallest to 4 mm nominal size, laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume :_18 mm thick with under layer 12 mm thick in cement plaster 1:3 (1 cement : 3 coarse sand) :_Dark shade pigment with ordinary cement
22
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1563.7
ROOFING
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Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :_In 75x75 mm deep chase
80
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260.2
Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
4
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266.6
FINISHING
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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)
100
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339.7
Neat cement punning.
105
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67.8
Rough cast plaster upto 10 m height above ground level with a mixture of sand and gravel or crushed stone from 6 mm to 10 mm nominal size, dashed over and including the fresh plaster in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) and top layer 10 mm cement plaster 1:3 (1 cement : 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement._Ordinary cement finish using ordinary cement
200
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752.4
Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof.
150
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72.8
Finishing walls with water proofing cement paint of required shade_New work (Two or more coats applied @ 3.84 kg/10 sqm)
350
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97.6
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade_Two or more coats on new work
33
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131.45
Distempering with 1st quality acrylic distember (Ready mix) having VOC content less than 50 grams/ litre of approved brand and manufacture to give an even shade_Old work (one or more coats)
70
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56.8
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade_One or more coats on old work
75
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86.55
Finishing walls with water proofing cement paint of required shade_Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat.
450
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94.15
REPAIRS TO BUILDING
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Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge._With cement mortar 1:4 (1 cement : 4 fine sand)
50
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462.3
Renewing glass panes, with putty and nails wherever necessary including racking out the old putty:_Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm)
2
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941.95
Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.
105
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59.75
Flush pointing with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement for flat tile bricks on top of mud phaska_With F.P.S. brick tiles
105
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114.7
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.
681
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285
Dismantling and Demolishing
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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
4
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1698.45
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.
300
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45.05
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
50
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219.35
NEW TECHNOLOGIES AND MATERIALS
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Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge_25 mm average thickness
36
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104.6
Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge._Bars upto 12 mm diameter
100
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6.65
Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge._Upto and including 12mm dia.
80
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121.95
Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect._SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer
36
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117.75
Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2)._25 mm average thickness in 2 layers.
36
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510.5
Providing, erecting, maintaining and removing temporary protective screens made out of specified fabric with all necessary fixing arrangement to ensure that it remains in position for the work duration as required by the Engineer-in-charge._Wooven PVC cloth
681
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45.7
M.R. Item
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Providing and fixing hard drawn steel wire fabric of size 75 x25 mm (wieght 5.5.kg /sqm) mesh or other suitable size wire mesh to be fixed & firmly anchoredto the concrete surface by means of "L" shaped mild steel shear keywelded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge.
36
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595
Add for revised GST @18% in place of 12% ie 6.33% on 953669
1
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60368.85
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