Kumaon Mandal Vikas Nigam Limited Tender
View complete overview of Uttarakhand KMVN Tender
Kumaon Mandal Vikas Nigam Limited - KMVN Tender
Civil And Construction
Civil Works Others
Building Construction
Eprocure
Opening Date11 Dec 2023
Closing Date19 Dec 2023
Tender Amount₹ 74,41,000
Costs
EMD
₹ 1,50,000Document Cost
₹ 4,720Tender 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_KMVN_66284_1Bid Award Id
ViewTender No
KMVN/construction/11.12.2023Tender Authority
Kumaon Mandal Vikas Nigam Limited ViewPurchaser Address
-Website
http://http://kmvn.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
... More
Supply & Filling in plinth with sand under floors including watering, Ramming consolidating and dressing complete . D.S.R 2.27.
25.89
53092
2050.7
... More
Providing and laying in position cement concrete 1:4:8 (1cement :4 coarse sand:08graded brick aggregated 40mm .nominal size.) excluding the cost of centering and shuttering - All work upto plinth level D.S.R 4.1.8
13.9
84499
6079.08
... 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 D.S.R 5.33.1
101.74
854328
8397.17
... 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 barsDSR 5.22.6
11830.9
1037274
87.68
... More
Centering shuttering including strutting, propping etc. and removal of form work Foundations, footings, bases of columns, etc. for mass concreteD.S.R 5.9.1
24
7169
298.73
... More
Columns, Pillars, Piers, Abutments, Posts and Struts D.S.R 5.9.6
172.8
133123
770.39
... More
Lintels, beams, plinth beams, girders, bressumers and cantilevers D.S.R 5.9.5
36
20867
579.65
... More
Suspended floors, roofs, landings, balconies and access
platform D.S.R 5.9.3
110.62
80498
727.7
... More
P/L Ceramic glazed floor tiles 300 x 300 mm of 1st quality conforming to I.S : 15622 of approved make in colours such as White , Ivory , Grey Fume, Red Brown laid on 20 mm thick cement mortar 1:4 including pointing the joints with white cement and matching pigment etc . complete. D.S.R 11.37
86.3
83991
973.25
... More
Brick work with brick of class designation 75 in foundation & plinth in cement mortar 1:6 D.S.R 6.1.2
10.86
70213
6465.32
... More
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.D.S.R. 13.26
434.39
52522
120.91
... More
Plastic emulsion paint 2-3 coat painting works on walls & ceiling as per approved shade, supply of all materials, labour and tools and plants. D.S.R. 13.98.1
782.48
69546
88.88
... More
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 10sqm 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 2.6.1
184.85
35295
190.94
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone 4.1.8
52.82
321097
6079.08
... More
Providing and laying 60mm thick faciory 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 line sand etc. all complete as per the direction of Engineer-in-charge. 18.68
528.15
476560
902.32
... More
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarsesand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 16.69
6.53
57431
8794.96
... More
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. 2.31
715
9423
13.18
... More
Trenching in ordinary soil up to a depth of 60cm including removal and stacking of serviceable materials and then disposing of by spreading and neatly levelling with in a lead of 50m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 2.32
215
15510
72.14
... More
Supplying and stacking of good earth at site including royalty and carriage up to 1 km (earth measured in stacks will be reduced by 20% for payment). 2.33
215
105989
492.98
... More
Supplying and stacking sludge at site including royalty and carriage up to 1 km (sludge measured in stacks will be reduced by 8% for payment). 2.36
215
62510
290.75
... More
Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. 2.6
715
3231
4.52
... More
Fine dressing the ground. 2.7
715
2439
3.41
... More
Spreading of sludge, dump manure and / or good earth in required thickness as per direction of Officer-in-charge (Cost of sludge, dump manure and / or good earth to be paid separately). 2.8
143
6929
48.46
... More
Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. 2.9
143
4820
33.71
... More
Grassing with selection No. 1/ Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately). 2.10
715
11674
16.33
... More
Preparation of beds for hedging and shrubbery by excavating cu.m 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water,filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50m lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). 2.13
55
11290
205.28
... More
Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) Holes 60 cm dia, and 60 cm deep. 2.14.3
100
4195
41.95
... More
Providing and fixing M.S. flat iron tree guard 60 cm dia and 2 m high, above ground consisting 4 nos 25 x 6 mm, 2.25 m long and 8 nos 25 x 3 mm 2 m long verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S. flat iron rings in two halves, fixing together at site with required six numbers of 8 mm dia. and 30 mm long bolts, including painting two coats with synthetic enamel paint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD / PWD/ any other approved name. The tree guard shall be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction of Officer-in-charge. 2.16
5
20748
4149.65
... More
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil. 2-8-1
21.98
5822
264.92
... 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. 2.25
15.38
3547
230.63
... 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 fine sand : 10 graded stone aggregate 40
mm nominal size) 4.1.11
1.14
6254
5486.41
... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 5.1.2
5.03
40763
8104.16
... 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. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 5-2-2
8.17
79831
9771.3
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Reinforcement for R.C.C. work using thermo-mechanically treated bars 5-22A-6
1999.43
175300
87.68
... More
Centring and shuttering including strutting,ropping etc. and removal of form for 5-9 Foundations, footings, bases of columns, etc. for mass concrete. 5-9-1
12
3589
299.09
... More
Columns, Pillars, Piers, Abutments, Posts and Struts. 5-9-6
267
205694
770.39
... More
Suspended floors, roofs, landings, balconies and access platform 5-9-3
18
13098
727.7
... More
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) 6-1-2
2.93
18943
6465.32
... More
12 mm thick cement plaster in 1:6 ( 1 cement and 6 fine sand) mortar including supply of all material , labour and T&P etc. required for proper completion of the work. 13-1-2
56.3
15029
266.96
... More
Finishing walls with acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). 13-46-1
56.3
9736
172.94
... More
Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 10.25.2
459
63135
137.55
... More
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work 13.61.1
20.4
2603
127.63
... More
Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cementmortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick 11.26.1
60
96506
1608.44
... More
Work for fibre reinfored mural work for Facade Design (FRP MURALS)
130
230100
1770
... More
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 Sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. D.S.R 2.6.1
13.82
2638
190.94
... 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. DSR 2.8.1
3.06
810
264.92
... More
Filling available excavated earth (excluding rock) in trenches ,plinth,sides of foundation etc . in layers not exceeding 20cm in depth ,consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m . D.S.R 2.25
9.68
2232
230.63
... More
Supply & Filling in plinth with sand under floors including watering, Ramming consolidating and dressing complete . D.S.R 2.27.
8.32
17061
2050.7
... More
Providing and laying in position cement concrete 1:4:8 (1cement :4 coarse sand:08graded brick aggregated 40mm .nominal size.) excluding the cost of centering and shuttering - All work upto plinth level D.S.R 4.1.8
6.13
37264
6079.08
... More
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 sq.m cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth D.S.R 4.17
16.92
10909
644.75
... 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 D.S.R 5.33.1
15.28
136568
8937.74
... 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 DSR 5.22.6
2256.57
197844
87.68
... More
Centering shuttering including strutting, propping etc. and removal of form work Foundations, footings, bases of columns, etc. for mass concrete D.S.R 5.9.1
9.6
2867
298.73
... More
Columns, Pillars, Piers, Abutments, Posts and Struts D.S.R 5.9.6
8.46
6517
770.39
... More
Lintels, beams, plinth beams, girders, bressumers and cantilevers D.S.R 5.9.5
15.5
8984
579.65
... More
Suspended floors, roofs, landings, balconies and access
platform D.S.R 5.9.3
66.35
48283
727.7
... More
Brick work with brick of class designation 75 in foundation & plinth in cement mortar 1:6 D.S.R 6.1.2
30.34
196157
6465.32
... More
P/L Ceramic glazed floor tiles 300 x 300 mm of 1st quality conforming to I.S : 15622 of approved make in colours such as White , Ivory , Grey Fume, Red Brown laid on 20 mm thick cement mortar 1:4 including pointing the joints with white cement and matching pigment etc . complete. D.S.R 11.37
40.07
38997
973.25
... More
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of
any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm,
including pointing in white cement mixed with pigment of matching shade complete. D.S.R 11.36
32.93
35624
1081.82
... More
Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : D.S.R 11.19.2
24.68
32148
1302.63
... More
Providing and applying 12 mm thick plaster of mix 1:6 (1 cement: 6 fine sand) DSR 13.1.2
165.52
44187
266.96
... More
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.D.S.R. 13.26
165.52
20013
120.91
... More
Exterior cement base/Apex paint 2-3 coat painting works on walls & ceiling as per approved shade, supply of all materials, labour and tools and plants.
187.08
31655
169.21
... More
Oil bound distemper paint 2-3 coat painting works on walls & ceiling as per approved shade, supply of all materials, labour and tools and plants.
66.35
10690
161.12
... More
Enamel paint 2-3 coat painting works on door, windows & ventilators shutters complete with supply of all materials, labours and tools and plants.
12.09
2248
186.01
... More
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). DSR 9.1.2 Saal Wood
0.82
90686
110593.56
... More
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with Nframe 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 DSR 9.21
6.01
11906
1981.04
... More
Providing and fixing M.S. grills of required pattern in frames of windowsetc. with M.S. flats, square or round bars etc. including priming coatwith approved steel primer all complete. DSR 9.48 Fixed to openings /wooden frames with rawl plugs screws etc. DSR 9.48.2
70.92
13664
192.68
... More
Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. DSR 9.51 With 12 mm mild steel U beading. DSR 9.51.2
3.55
2912
820.31
... More
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 Sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. D.S.R 2.6.1
10.37
1980
190.94
... 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. DSR 2.8.1
1.37
362
264.92
... More
Filling available excavated earth (excluding rock) in trenches ,plinth,sides of foundation etc . in layers not exceeding 20cm in depth ,consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m . D.S.R 2.25
7.26
1674
230.63
... More
Supply & Filling in plinth with sand under floors including watering, Ramming consolidating and dressing complete . D.S.R 2.27.
2.35
4819
2050.7
... More
Providing and laying in position cement concrete 1:4:8 (1cement :4 coarse sand:08graded brick aggregated 40mm .nominal size.) excluding the cost of centering and shuttering - All work upto plinth level D.S.R 4.1.8
2.51
15258
6079.08
... More
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 sq.m cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth D.S.R 4.17
18
11605
644.75
... 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 : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) D.S.R 5.1.2
7.59
67838
8937.92
... 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 DSR 5.22.6
893.72
78356
87.68
... More
Centering shuttering including strutting, propping etc. and removal of form work Foundations, footings, bases of columns, etc. for mass concrete D.S.R 5.9.1
7.2
2150
298.73
... More
Columns, Pillars, Piers, Abutments, Posts and Struts D.S.R 5.9.6
6.35
4891
770.39
... More
Lintels, beams, plinth beams, girders, bressumers and cantilevers D.S.R 5.9.5
6.93
4016
579.65
... More
230 th Brick work with brick of class designation 75 in foundation & plinth in cement mortar 1:6 D.S.R 6.1.2
17.26
111591
6465.32
... More
P/L Ceramic glazed floor tiles 300 x 300 mm of 1st quality conforming to I.S : 15622 of approved make in colours such as White , Ivory , Grey Fume, Red Brown laid on 20 mm thick cement mortar 1:4 including pointing the joints with white cement and matching pigment etc . complete. D.S.R 11.37
16.35
15912
973.25
... More
Chequered terrazo tiles 22 mm thick with graded marble chips of size
up to 6 mm in floors, jointed with neat cement slurry mixed with pigment
to match the shade of the tiles, including rubbing and polishing complete,
on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : D.S.R 11.19.2
16.28
21206
1302.63
... More
Providing and applying 12 mm thick plaster of mix 1:6 (1 cement: 6 fine sand) DSR 13.1.2
87.66
23401
266.96
... More
Exterior cement base/Apex paint 2-3 coat painting works on walls & ceiling as per approved shade, supply of all materials, labour and tools and plants.
41.45
3971
95.81
... More
Oil bound distemper paint 2-3 coat painting works on walls & ceiling as per approved shade, supply of all materials, labour and tools and plants.
16.35
2634
161.12
... More
Enamel paint 2-3 coat painting works on door, windows & ventilators shutters complete with supply of all materials, labours and tools and plants.
10.09
1876
186.01
... More
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). DSR 9.1.2 saal wood
0.82
90686
110593.56
... More
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with Nframe 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 DSR 9.21
7.37
14600
1981.04
... More
Providing and fixing M.S. grills of required pattern in frames of windowsetc. with M.S. flats, square or round bars etc. including priming coatwith approved steel primer all complete. DSR 9.48 Fixed to openings /wooden frames with rawl plugs screws etc. DSR 9.48.2
53.94
10392
192.68
... More
Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. DSR 9.51 With 12 mm mild steel U beading. DSR 9.51.2
1.97
1616
820.31
... 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. 2.8.1
28.86
7645
264.92
... 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. 2.25
5.77
1330
230.63
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 4.1.8
1.56
9483
6079.08
... 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 5.33.2
1.26
10211
8104.16
... 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 5.22.6
103.95
9113
87.68
... More
Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform 5.9.3
16.42
11948
727.7
... 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) 6.1.2
6.59
42606
6465.32
... More
12 mm cement plaster finished with a floating coat of neat cement of mix 1:3 (1 cement : 3 fine sand) 13.7.1
26.06
9326
357.89
... 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 11.3
8
4186
523.27
... More
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 19.19.1 L D- 2.5 Rectangular shape 600x450 mm internal dimensions 19.19.1.1
2
2580
1290.35
... More
Providing and fixing plain bend of required degree. Inlet & Outlet Pipe 100 mm dia 17.39.1.1
2
800
400.42
... More
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7 19.32.1
1
26542
26542.69
... More
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P .V .C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 723 17.1.1
3
17077
5692.58
... More
Providing and fixing wash basin with C.I. brackets, 15 mm C.P . brass pillar taps, 32 mm C.P . brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin 17.7.1
3
9726
3242.09
... More
Providing and fixing wash basin with C.I. brackets, 15 mm C.P . brass pillar taps, 32 mm C.P . brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P . brass pillar taps 8.10.1
2
6755
3377.75
... More
Providing and fixing soil , waste and vent pipes: 100 mm dia. 17.35.1.1
25
26465
1058.61
... More
75 mm dia 17.35.2.1
20
19388
969.41
... More
Providind and fixing M.S.holder bat clamps of approved design to sand cast iron/cast iron (squn) pipe embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1cement :2coarse sand :4graded stone aggregate 20mm nominal size ) including cost of cutting holes and making good the walls etc: 100 mm dia. 17.37.1
6
1810
301.82
... More
75 mm 17.37.2
6
1785
297.57
... More
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 100 mm dia. 17.38.1
6
2908
484.73
... More
75 mm dia 17.38.2.1
6
2339
389.97
... More
Providing and fixing plain bend of required degree. Sand cast iron S&S as per IS - 1729 17.39.1.1
6
2402
400.42
... More
Sand cast iron S&S as per IS -1729 17.39.2.1
6
1952
325.34
... More
Providing and fixing 100 mm sand cast iron S&S heel rest sanitry bend of required degree. 100 mm SCI S&S heel rest sanitary bend 17.40.1.1
3
1576
525.47
... More
75 mm dia 17.40.2.1
6
2491
415.22
... More
Providing and fixing single equal plain junction of required degree with access door insertion rubber washer 3 mm thick bolts and nuts complete. 100x100x100 mm 17.43.1.1
6
3793
632.26
... More
75x75x75mm 17.43.2.1
6
3013
502.32
... More
Providing and fixing 100 mm sand cast iron s&s terminal guard 100mm 17.56.1
8
2989
373.75
... More
Providing and fixing 100 mm sand cast iron S&S collar S.C.I S&S pipe as per IS:1729 17.57.1 100mm
6
2301
383.57
... More
75mm 17.57.2.1
6
1673
278.99
... More
Providing and fixing 100 mm M.S stays and clamps for sand cast iron /centrifugally cast (squn) iron pipes of diameter: 100 mm dia. 17.59.1
6
796
132.83
... More
Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 75 mm outlet SCI tarp 17.60.2.1
3
4975
1658.42
... More
100 mm inlet and 100 mm outlet SCI tarp 17.60.1
2
3176
1588.18
... More
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Iinternal work - Exposed on wall 15 mm dia nominal bore (18.10.1)
30
8974
299.15
... More
20 mm dia nominal bore (18.10.2)
25
9032
361.31
... More
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (external work)(25mm dia nominal bore) (18.12.3)
50
19139
382.78
... More
Providing and fixing C.P. brass bib cock of approved quality 15 mm nominial bore 15 mm nominal bore. (18.49.1)
6
2639
439.9
... More
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approvedquality .(15 mm nominal bore) (18.52.1)
6
3819
636.56
... More
Providing and fixing uplasticised PVC connection pipe with brass unions 30 cm length 15 mm nominal bore
2
152
76.49
... More
Providing and fixing gun metal non-return valve of approved quality (screwed end) 25 mm nominal bore (Horizontal) 18.19.1
1
501
501.59
... More
Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI :12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet, and overflow pipes but without fitting and the base support for tank. 18.48
1000
9240
9.24
... More
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the
joints with white cement and matching pigments etc., Complete. DSR 11.41.1 Size of Tile 500x500 mm In GF & FF
282.6
376194
1331.19
... More
Providing and applying 12 mm thick plaster of mix 1:6 (1 cement: 6 fine sand) DSR 13.1.2
566.21
151155
266.96
... More
Exterior cement base/Apex paint 2-3 coat painting works on walls & ceiling as per approved shade, supply of all materials, labour and tools and plants.
301.2
28858
95.81
... More
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
2606.58
358535
137.55
... More
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:
13.47.1 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
144.81
24502
169.21
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