Uttar Pradesh Projects Corporation Limited Tender
... More
Search from across the categories, cities, and authorities to find the latest Jharkhand tenders. Every Jharkhand tender is curated from credible sources of government websites (eProcurement Jharkhand portal) and newspapers, thus ensuring the credibility of the information presented to you. For more information on Jharkhand tender bidder registration, the login process and more read the FAQs section on this page.
Costs
EMD
₹ 6,66,000Document Cost
₹ 17,700Tender 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
2021_UPPRC_547147_1Bid Award Id
ViewTender No
18/PCL/GM/Zone-6/2020-21Tender Authority
Uttar Pradesh Projects Corporation Limited ViewPurchaser Address
-Website
http://http://upprojects.org/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level. 1:5:10 ( 1 cement : 5 coarse sand : 10 grade stone aggregate 40 mm nominal size )
34.78
-
5022.55
... More
Centring and shuttering including strutting, propping etc. and removal of form for :
-
-
-
... More
a) Foundations, footings, bases of columns, etc. for mass concrete
146.25
-
259.17
... More
b) Columns, Pillars, Piers, Abutments, Posts and Struts
914.53
-
667.54
... More
c) Lintels, beams, plinth beams, girders, bressumers and
cantilevers
12.64
-
502.27
... More
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).All works upto plinth level
336.77
-
7276.2
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars
336.77
-
7597.1
... More
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).
2.02
-
5602.25
... More
B) BILL OF QUANTITY OF RCC RETAINING WALL (upto madeup lvl ) SECTION-24
-
-
-
... More
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 Upto 1.5m depth all kind soil
426.53
-
229.55
... More
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.
127.96
-
199.84
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level. 1:5:10 ( 1 cement : 5 coarse sand : 10 grade stone aggregate 40 mm nominal size )
28.43
-
5022.55
... More
Centring and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
90.42
-
259.17
... More
Columns, Pillars, Piers, Abutments, Posts and Struts
816.19
-
667.54
... More
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level
385.71
-
7276.2
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars
385.71
-
7597.1
... More
C) CONSTRUCTION OF RR RETAINING WALL ( UPTO MADEUP LVL ) Section-4,5,6,11,12,13,14,15,16,17,18 & 19
-
-
-
... More
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. Upto 1.5m depth all kind soil
350.54
-
229.55
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:5:10 (1 Cement : 5 coarse sand (zone-III) : 10 graded stone aggregate 40 mm nominal size)
46.74
-
5022.55
... More
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.
70.11
-
199.84
... More
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand )
403.96
-
5568.9
... More
Providing and fixing on wall face plasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (110 mm diameter)
302.14
-
277.54
... More
D) CONSTRUCTION OF RR RETAINING WALL (upto madeup lvl ) Section -25
-
-
-
... More
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 Upto 1.5m depth all kind soil
163.94
-
229.55
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:5:10 (1 Cement : 5 coarse sand (zone-III) : 10 graded stone aggregate 40 mm nominal size)
21.86
-
5022.55
... More
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.
32.79
-
199.84
... More
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand ) RR WALL
136.44
-
5568.9
... More
Providing and fixing on wall face plasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (110 mm diameter)
59.58
-
277.54
... More
E) CONSTRUCTION OF BOUNDARY WALL 1.8 Mtr height WITH CONCERTINA COIL FENCING
-
-
-
... More
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 kind soil
724.45
-
229.55
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 Cement : 5 coarse sand (zone-III) : 10 graded stone aggregate 40 mm nominal size)
95.78
-
5022.55
... More
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). a) Upto plinth level
-
-
-
... More
(i) R.C.C. work in Beam
87.2
-
7276.2
... More
(ii) R.C.C. work in Footing
139.52
-
7276.2
... More
(iii) R.C.C. work in Columns
53.43
-
7276.2
... More
b) Above plinth to floor-V lvl (Same as above but R.C.C. work above plinth Lvl.)
-
-
-
... More
(ii) R.C.C. work in Beam
48.44
-
8553.19
... More
(iii) R.C.C. work in Columns
12.46
-
8553.19
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
34104.57
-
75.97
... More
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).
195.71
-
5602.25
... More
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)
86.09
-
6906.03
... More
12 mm cement plaster on the fair side of single or half brick wall 1:6(1 cement:6 fine sand).
3112.32
-
231.32
... More
Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
3112.32
-
83.02
... More
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
921.82
-
264.58
... More
Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately)
2611.27
-
92.58
... More
Steel Painting:
-
-
-
... More
(a) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work.
109.62
-
110.59
... More
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
... More
a) Foundations, footings, bases of columns, etc. for mass concrete.
465.06
-
259.17
... More
b) Lintels, beams, plinth beams, girders, bressumers and
cantilevers.
968.6
-
502.27
... More
c) Columns,Pillars, Piers, Abutments, Posts and Struts.
876.97
-
667.54
... More
F) CONSTRUCTION OF BOUNDARY WALL WITH CONCERTINA COIL FENCING Above madeup LVL (sec-25 )
-
-
-
... More
Centring and shuttering including strutting, propping etc. and removal of form for :
-
-
-
... More
a) Columns, Pillars, Piers, Abutments, Posts and Struts
108.38
-
667.54
... More
b) Lintels, beams, plinth beams, girders, bressumers and cantilevers
49.26
-
502.27
... More
c) Suspended floors, roofs, landings, balconies and access
platform
19.71
-
630.56
... More
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level
5.91
-
7276.2
... More
Same as Item No. 5 but all works above plinth level upto floor V level
10.89
-
8553.19
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars
16.8
-
7597.1
... More
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)
40.78
-
5602.25
... More
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in: Cement mortar 1:6 (1 cement : 6coarse sand)
15.27
-
7105.11
... More
12 mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand)
295.59
-
239.79
... More
15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement : 6 coarse sand)
295.59
-
276.5
... More
Finishing walls with water proofing cement paint of required shade. New work (Two or more coats applied @ 3.84 kg / 10 sqm)
591.18
-
83.02
... More
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
164.22
-
264.58
... More
Structural steel work riveted, bolted or welded in built up sections, trussesand framed work, including cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer all complete.
469.38
-
92.58
... More
Steel Painting:
-
-
-
... More
(b) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work.
9.85
-
110.59
... More
G) CONSTRUCTION OF RR BOUNDARY WALL WITH CONCERTINA COIL FENCING (Above madeup LVL)
-
-
-
... More
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand)
86.02
-
5568.9
... More
Random rubble masonry with hard stone in superstructure above plinth level upto floor five level including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level & the like Cement mortar 1:6 (1 cement : 6 coarse sand).
32.27
-
6814.6
... More
Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand): Raised and cut pointing
668.2
-
473.8
... More
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). all works above plinth level upto floor V level
14.48
-
8553.19
... More
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Lintels, beams, plinth beams, girders, bressumers and cantilevers
81.79
-
502.27
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars
14.48
-
7597.1
... More
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
192.9
-
264.58
... More
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.
546.43
-
92.58
... More
Steel Painting:
-
-
-
... More
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work.
18.77
-
110.59
... More
H) MAIN GATE WITH GUARD ROOM
-
-
-
... More
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
37.3
-
229.55
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 Cement : 5 coarse sand (zone-III) : 10 graded stone aggregate 40 mm nominal size)
3.03
-
5022.55
... More
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): 3 graded stone aggregate 20 mm nominal size) a) Upto plinth level
-
-
-
... More
(i) R.C.C. work in Footing
6.28
-
7022.31
... More
(ii) R.C.C. work in Beam
1.21
-
7022.31
... More
(iii) R.C.C. work in Columns
1.42
-
7022.31
... More
b) Above plinth to floor-V lvl
-
-
-
... More
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. 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) : 3 graded stone aggregate 20 mm nominal size).
-
-
-
... More
(i) R.C.C. work in Beam
4.55
-
8466.9
... More
(ii) R.C.C. work in Columns
4.54
-
8466.9
... More
(iii) R.C.C. work in Slab
4.62
-
8466.9
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
9.38
-
7597.1
... More
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.
18.79
-
7597.1
... More
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size)
3.15
-
316.53
... More
Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
3.15
-
100.08
... More
Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in superstructure above plinth level up to floor V level in : Cement mortar 1:6 (1 cement : 6 coarse sand)
19.26
-
6624.21
... More
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand)
84
-
276.5
... More
12 mm cement plaster on the fair side of single or half brick wall (a) 1:6 (1 cement: 6 coarse sand)
142.06
-
239.79
... More
6 mm cement plaster on celling (a) 1:3(1 cement:3 fine sand)
27.05
-
206.85
... More
15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand).
5.35
-
290.19
... More
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
4.24
-
453.41
... More
20 mm thick cement plaster in dado or skirting in 1:2 consisting of one part of cement and 2 parts of approved coarse sand laid in panels, finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 including supply of all materials labour T & P etc. required for proper completion of the work.
1.62
-
375.4
... More
Providing and fixing glass strips in joints of terrazo/ cement concrete floors. (a) 40 mm wide and 4 mm thick
14.84
-
68.37
... More
Steel Painting:Applying priming coat
-
-
-
... More
(a) With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works.
37.49
-
46.13
... More
(b) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work.
37.49
-
110.59
... More
Same as above but wooden painting
3.15
-
110.59
... More
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer.
111.05
-
139.61
... More
Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
142.06
-
83.02
... More
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
253.11
-
104.77
... More
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
1.58
-
2751.29
... More
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding.
13.5
-
150.4
... More
Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
13.5
-
151.49
... More
Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer
-
-
-
... More
Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size
20.85
-
96.85
... More
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes.
0.54
-
819.35
... More
Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer
-
-
-
... More
Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size
14.85
-
96.85
... More
Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm .
1
-
440
... More
Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete.
-
-
-
... More
a) 300 x 10mm
1
-
352
... More
b) 200 x 10mm
1
-
308
... More
Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm.
2
-
89.85
... More
Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. Twin rubber stopper
1
-
56.46
... More
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around.(d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured.
54.57
-
475.89
... More
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding
1175
-
150.4
... More
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
... More
a) Foundations, footings, bases of columns, etc. for mass concrete.
20.73
-
259.17
... More
b) Lintels, beams, plinth beams, girders, bressumers and cantilevers.
58.53
-
583.75
... More
c) Columns,Pillars, Piers, Abutments, Posts and Struts.
79.44
-
667.54
... More
d) Suspended floors, roofs, landings, balconies and access platform.
38.52
-
709.03
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements