Assam Rifles Tender
View complete overview of Nagaland Assam Rifles Tender
Costs
EMD
₹ 39,500Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_ARMHA_780095_1Bid Award Id
ViewTender No
28028/ARTCS/NIT/23-24/51Tender Authority
Assam Rifles ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
Addition and alteration of B R works of 02 x Garrage /car parking to Type-IV qtrs of one block (Bldg No P/318/2004(A) and vehicle washing bay at MT of ARCH, Shokhuvi (Nagaland)
Addition and alteration of B R works of 02 x Garrage /car parking to Type-IV qtrs of one block (Bldg No P/318/2004(A) and vehicle washing bay at MT of ARCH, Shokhuvi (Nagaland)
BOQ Items
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Providing and laying for RCC 1:1.5:3 (use 20mm graded aggregate) in fdns, plinth beams, base of columns- All work upto plinth level
8.11
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'-ditto- but in columns, pillars, piers, posts and struts. Etc.All work above plinth level
11.29
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M/L for centering and shuttering including strutting, propping etc and removal of form for columns , pillars, piers,abutments,posts and struts
22.68
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M/L for centering and shuttering including strutting, propping etc and removal of form for lintels, beams, plinth beams, girders, bressumers and cantilevers
59.8
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M/L for centering and shuttering including strutting, propping etc and removal of form for suspended floors, roofs, landings, balconies and access platform
58.17
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M/L for steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete . (use Thermo-Mechanically Treated bars)
2340.19
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M&L for brick work with F.P.S bricks of class designation 75 in foundation and plinth in cm 1:6
14.61
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M&L for plastering 15mm thick on the rough side of single or half brick wall of mix use cm 1:4 for externally
57.44
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M&L for plastering 12 mm thick on the rough side of single or half brick wall of mix use cm 1:6 for internally
97.71
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M&L for plastering 12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) for ceiling plastering
33.28
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Returning, filling in, available earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth , consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m
5.06
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M&L for brick on edge flooring with bricks of class designation 75 including cement slurry etc.complete in cement mortar with F.P.S bricks in cm 1:6
37.2
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M&L for 52 mm thick cement concrete flooring with concrete hardener topping under layer 40 mm thick cement concrete 1:2:4 and top layer 12 mm thick cement hardener consisting of mix 1:2 by volume hardening compound is mixed @ 2 litre per 50 kg of cement or as per manufactures specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete
37.62
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Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.(Use 80x1.25 mm M.S. laths with 1.25 mm thick top cover)
13.44
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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 door frame and guard bars
2.98
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Providing and fixing factory made steel glazed windows and ventilators , side/top/centre hung , with beading and all members such FD7,F4B,K11B etc, including providing and fining hinges, pivots, including priming coat of approved steel primer of fixing with 15x3mm lugs 10cm long embeded in cement concrete block 15x10x10cm of cement concrte (1:3:6)
25.12
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Providing and fixing fly proof wire gauge to windows, doors and ventilators with MS flat 15x3mm and nuts & bolts complete of 0.63mm dia wire and 1.4 aperture on both sides
0.41
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Providing and fixing glass panes with putty and glazing clips in steel doors, windows and ventilators all complete with 4mm thick glass panes
0.41
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Providing and making plinth protection 50 mm thick of cement concrete (1:3:6) with stone aggr 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth
19.3
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M& L for half brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in plinth level in Cement mortar 1:4 (1 cement : 4 coarse sand)
4.89
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Providing and laying 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:4 (1 cement : 4 fine sand)
23.82
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Providing and finishing with two or more coats applied @ 1.43 ltr/10 Sqm over existing cement paint surface Premium Acrylic smooth exterior paint with silicon additives of required shade including removing of old water proofing cement paint by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc complete
57.44
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Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification.(Two or more coats on new work)
130.99
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Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer , over the plastered wall surface to prepare the surface even and smooth complete
97.71
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Providing and painting two or more coats on new work with synthetic enamel paint of approved brand and manufacture to give an even shade
27.41
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Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufactured of density at 25°C, 0.87 - 0.89 kg/litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane
58.14
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Veh Washing Bay : Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (All kinds of soil)
38.25
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M&L for PCC 1:4:8 in fdn filling and mass concrete
2.87
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M&L for Coursed rubble masonry (first sort) with hard stone in foundation and plinth with :: (Use Cement mortar 1:6 (1 cement : 6 coarse sand))
23.59
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M&L for cement concrete 1:2:4 in coping
1.28
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M&L for Centering and shuttering including strutting, propping etc. and removal of form work for coping
3.4
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M&L for Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m
3.83
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M&L for cement concrete 1:2:4 in flooring
0.64
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M & L for 15 mm tk cement plaster in cm 1:4 (Use coarse sand)
6.38
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M&L for raised pointing in cm 1:3 to random (or) polygonal rubble masonry
21.25
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Paver Block Foot Path : Earth work in surface excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed in all kind of soil
75
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Supplying and stacking at site.(Over burnt (Jhama) brick aggregate 90 mm to 45 mm)
5.63
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Providing and laying 60mm thick factory made cement concrete interlocking paver block of M 30 grade made by block making machine with strong vibratory compaction of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand filling the joints with fine sand etc all complete as per the direction of Engineer – In – Charge
65
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Half brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure upto plinth level in CM 1:4 (1 cement : 4 coarse sand)
13.15
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Providing and laying 15 mm cement plaster on rough side of single or half brick wall of cement of mix 1:4 (1 cement : 4 coarse sand)
10.52
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Evaluation Notes How It Works ?
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