Health And Family Welfare Department Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Costs
EMD
₹ 2,00,000Document Cost
Refer DocumentsTender Fee
₹ 2,740
Description
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Contact
Tender Id
EWHFWD/2024-25/BD/WORK_INDENT718Tender No
EWHFWD/2024-25/BD/WORK_INDENT718Tender Authority
Health And Family Welfare Department ViewPurchaser Address
-Website
http://kppp.karnataka.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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I-1.15.1 P-8 V-1 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
61.39
373
22953.1071
... More
I-1.15.2 P-9 V-1 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Depth exceeding 1.5 m, but not exceeding 3 m ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
30.14
437
13193.785
... More
I-1.1A P-3 V-3 - Loading and Unloading of Stone Boulder/Stone aggregates/ Sand/Kankar/Moorum ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
93.13
139
12949.7265
... More
I-4.1 P-5 V-2 - Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
140.61
121
17089.7394
... More
I-1.9 P-7 V-1 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works 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. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
120.56
273
33031.0288
... More
I-1.8 P-7 V-1 - Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
86.07
488
42021.0954
... More
I-2.1.3 P-15 V-1 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. Including FormWork ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
33.95
6168
209426.3465
... More
I-2.2.3 P-15 V-1 - Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Including FormWork FOOTINGS ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
37.36
7048
263319.6312
... More
I-2.2.3 P-15 V-1 - Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Including FormWork PEDESTALS ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
1.75
7178
12562.7075
... More
I-2.5.2 P-16 V-1 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Including FormWork COLUMNS GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
9.02
11982
108078.4518
... More
I-2.5.2 P-16 V-1 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Including FormWork COLUMNS FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
9.02
12101
109159.2282
... More
I-2.5.2 P-16 V-1 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Including FormWork COLUMNS TF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
1.24
12221
15154.9452
... More
I-2.5.2 P-16 V-1 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Including FormWork PLINTH BEAM, RCC SLAB, Staircase, Cover Slab GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
47.38
10572
500922.2072
... More
I-2.5.2 P-16 V-1 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Including FormWork RCC SLAB, Staircase FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
26.03
10678
277952.5048
... More
I-2.5.2 P-16 V-1 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Including FormWork RCC SLAB TF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
1.46
10783
15744.4648
... More
I-2.5.2 P-16 V-1 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Including FormWork RCC BEAMS, LINTELS GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
15.64
11277
176376.3464
... More
I-2.5.2 P-16 V-1 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Including FormWork RCC BEAM LINTELS FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
15.65
11390
178254.126
... More
I-2.5.2 P-16 V-1 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Including FormWork RCC BEAM, LINTELS TF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
1.71
11502
19669.8051
... More
I-2.5.1 P-16 V-1 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Including FormWork GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
3.27
9901
32379.2457
... More
I-2.5.1 P-16 V-1 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Including FormWork FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
3.19
10000
31902.9348
... More
I-2.5.1 P-16 V-1 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Including FormWork TF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
0.36
10099
3635.9784
... More
I-2.5.1 P-16 V-1 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Including FormWork Dummy Columns TF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
2.92
11841
34576.6252
... More
I-8.16 a P-43 V-2 - Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
4.96
1275
6324.6944
... More
I-2.11 a P-18 V-1 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
11.43
92140
1053168.3153
... More
I-2.11 a P-18 V-1 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
6.15
93062
572332.038
... More
I-2.11 a P-18 V-1 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. TF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
1.24
93983
116539.5648
... More
I-5.4 P-9 V-2 - Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
1.26
6580
8291.6442
... More
I-6.32 P-17 V-2 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
239.72
1349
323454.196
... More
I-6.32 P-17 V-2 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
239.72
1362
326688.0188
... More
I-6.32 P-17 V-2 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. TF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
82.29
1376
113254.9041
... More
I-6.34 P-17 V-2 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
21.98
1137
24993.8976
... More
I-6.34 P-17 V-2 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
21.98
1148
25243.8102
... More
I-12.13.1 P-100 V-2 - Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
0.59
101779
60049.8755
... More
I-12.13.1 P-100 V-2 - Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
0.59
102797
60650.3716
... More
I-12.51 P-105 V-2 - Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
6
1046
6278.88
... More
I-12.51 P-105 V-2 - Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
6
1056
6341.64
... More
I-22.15.2 P-218 V-2 - Providing and fixing Stainless Steel Fixtures conforming to 304
graded steel as per direction of engineer in charge.SS Handles 300mm GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
12
566
6798
... More
I-22.15.2 P-218 V-2 - Providing and fixing Stainless Steel Fixtures conforming to 304
graded steel as per direction of engineer in charge.SS Handles 300mm FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
12
572
6866.04
... More
I-22.15.4 P-219 V-2 - Providing and fixing Stainless Steel Fixtures conforming to 304
graded steel as per direction of engineer in charge.SS Aldrop 16mm dia, 300mm GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
6
386
2317.5
... More
I-22.15.4 P-219 V-2 - Providing and fixing Stainless Steel Fixtures conforming to 304
graded steel as per direction of engineer in charge.SS Aldrop 16mm dia, 300mm FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
6
390
2340.66
... More
I-22.15.6 P-219 V-2 - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge.SS Tower Bolts 200x10mm GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
12
154
1854
... More
I-22.15.6 P-219 V-2 - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge.SS Tower Bolts 200x10mm FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
12
156
1872.6
... More
I-22.15.9 P-219 V-2 - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge.SS hinges 100 mm GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
24
72
1730.4
... More
I-22.15.9 P-219 V-2 - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge.SS hinges 100 mm FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
24
72
1747.68
... More
I-22.15.10 P-219 V-2 - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge.SS Door stopper 75mm GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
6
103
618
... More
I-22.15.10 P-219 V-2 - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge.SS Door stopper 75mm FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
6
104
624.18
... More
I-12.60 P-105 V-2 - Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
6
1083
6501.36
... More
I-12.60 P-105 V-2 - Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
6
1094
6566.4
... More
I-10.6.3 P-69 V-2 - Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. Fastener with threaded dia 12 mm GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
36
61
2224.8
... More
I-10.6.3 P-69 V-2 - Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. Fastener with threaded dia 12 mm FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
36
62
2247.12
... More
I-20.79 P-205 V-2 - Supplying and fixing new teak wood beads wherever necessary including cost of materials, labour, complete as per specifications. GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
31.2
53
1671.072
... More
I-20.79 P-205 V-2 - Supplying and fixing new teak wood beads wherever necessary including cost of materials, labour, complete as per specifications. FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
31.2
54
1687.92
... More
I-12.57.6 P-105 V-2 - Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification.-do- 35 mm thick both side Commercial GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
12.6
3421
43112.916
... More
I-12.57.6 P-105 V-2 - Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification.-do- 35 mm thick both side Commercial FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
12.6
3455
43544.088
... More
I-12.90 P-110 V-2 - Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall
be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
18.42
6936
127761.4884
... More
I-12.90 P-110 V-2 - Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall
be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
18.42
7005
129039.0996
... More
I-12.90 P-110 V-2 - Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall
be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) TF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
1.8
7074
12734.532
... More
I-12.85 P-109 V-2 - Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
2.16
5890
12723.6312
... More
I-12.85 P-109 V-2 - Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
2.16
5949
12850.8768
... More
I-11.34A P-86 V-2 - 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 GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
432.18
173
74784.4272
... More
I-11.34A P-86 V-2 - 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 FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
432.18
174
75532.0986
... More
I-11.34A P-86 V-2 - 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 TF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
37.87
176
6684.055
... More
I-12.93.1 P-111 V-2 - Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately)Size 62 x 100mm GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
19.8
723
14316.588
... More
I-12.93.1 P-111 V-2 - Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately)Size 62 x 100mm FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
19.8
730
14459.742
... More
I-12.94.1 P-112 V-2 - Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately)30 mm thickness GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
6.3
3589
22614.165
... More
I-12.94.1 P-112 V-2 - Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately)30 mm thickness FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
6.3
3625
22840.335
... More
I-12.59 P-107 V-2 - Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
6
1147
6884.52
... More
I-12.59 P-107 V-2 - Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
6
1158
6953.34
... More
I-8.4.2 P-41 V-2 - Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge... ( Inside) GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
296.2
321
95186.832
... More
I-8.4.2 P-41 V-2 - Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge... ( Inside) FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
284.64
324
92385.6048
... More
I-8.4.2 P-41 V-2 - Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge... ( Inside) TF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
33.24
327
10895.7396
... More
I-8.10 P-43 V-2 - Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
258.15
217
56103.7395
... More
I-8.10 P-43 V-2 - Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
258.15
219
56663.925
... More
I-8.10 P-43 V-2 - Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. TF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
19.66
221
4358.2288
... More
I-8.51 P-50 V-2 - 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 as per specifications and as per directions of Engineer in charge. GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
542.79
103
55907.37
... More
I-8.51 P-50 V-2 - 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 as per specifications and as per directions of Engineer in charge. FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
542.79
104
56466.4437
... More
I-8.51 P-50 V-2 - 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 as per specifications and as per directions of Engineer in charge. TF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
52.9
105
5557.674
... More
I-8.5.2 P-42 V-2 - Providing 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) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.. ( Outside) GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
209.22
359
75208.3134
... More
I-8.5.2 P-42 V-2 - Providing 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) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.. ( Outside) FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
209.22
363
75959.4132
... More
I-8.5.2 P-42 V-2 - Providing 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) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.. ( Outside) TF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
203.19
366
74501.6454
... More
I-8.2.1 P-41 V-2 - Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
48.26
303
14663.801
... More
I-8.2.1 P-41 V-2 - Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
48.26
306
14810.5114
... More
I-8.3.1 P-41 V-2 - Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per direc- tions of Engineer-in-charge. GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
87.66
364
31962.5892
... More
I-8.3.1 P-41 V-2 - Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per direc- tions of Engineer-in-charge. FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
17.16
368
6319.5132
... More
I-8.16.2 P-43 V-2 - Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment.Plaster mesh 150mm wide GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
1029
39
40275.06
... More
I-8.16.2 P-43 V-2 - Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment.Plaster mesh 150mm wide FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
1029
39
40676.37
... More
I-15.7 P-150 V-2 - Providing and supplying crystalline integral concrete waterproofing admixture that waterproofs concrete by forming crystals deep in the pores, capillaries and microcracks of the concrete, self-seal waterproofing compound to bridge shrinkage cracks upto 0.5mm in width & resist hydro-static pressure upto 16bar for both positive & negative pressure confirming to DIN 1048 part 5 for 56% reduction in depth of penetration against control, resistance to chloride penetration confirming to ASTM C 1202 with 64% improvement against control & protecting steel re-inforcement against corrosion mixed @ 1% by weight of cementitious content in concrete. ie., integral crystaline waterproofing admix @ 0.5 kg/bag of cement. (For calculation purpose 320 kg of Cement for M-20 grade of Concrete is considered in the analysis) GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
18.26
633
11566.797
... More
I-15.7 P-150 V-2 - Providing and supplying crystalline integral concrete waterproofing admixture that waterproofs concrete by forming crystals deep in the pores, capillaries and microcracks of the concrete, self-seal waterproofing compound to bridge shrinkage cracks upto 0.5mm in width & resist hydro-static pressure upto 16bar for both positive & negative pressure confirming to DIN 1048 part 5 for 56% reduction in depth of penetration against control, resistance to chloride penetration confirming to ASTM C 1202 with 64% improvement against control & protecting steel re-inforcement against corrosion mixed @ 1% by weight of cementitious content in concrete. ie., integral crystaline waterproofing admix @ 0.5 kg/bag of cement. (For calculation purpose 320 kg of Cement for M-20 grade of Concrete is considered in the analysis) FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
18.26
639
11682.3828
... More
I-8.79 P-54 V-2 - Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 10mm to 15 mm wide and 8 mm deep groove. GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
464
53
24851.84
... More
I-8.79 P-54 V-2 - Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 10mm to 15 mm wide and 8 mm deep groove. FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
464
52
24373.92
... More
I-9.17.2 P-61 V-2 - Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
106.9
1210
129375.725
... More
I-9.17.2 P-61 V-2 - Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
106.9
1222
130669.215
... More
I-9.30 P-64 V-2 - Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints fin- ished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
39.41
5487
216275.7744
... More
I-9.30 P-64 V-2 - Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints fin- ished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
39.41
5542
218438.5952
... More
I-9.32 P-64 V-2 - Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
12.22
2659
32498.6012
... More
I-10.1.1 P-69 V-2 - Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar loca- tions of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of the slab upto 0.50 m2 GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
7.5
4126
30946.35
... More
I-10.1.1 P-69 V-2 - Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar loca- tions of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of the slab upto 0.50 m2 FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
7.5
4167
31255.8
... More
I-9.11 P-60 V-2 - Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thick- ness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
10.46
915
9577.9082
... More
I-9.11 P-60 V-2 - Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thick- ness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
10.46
924
9673.7218
... More
I-9.39 P-65 V-2 - Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
48.26
1492
72026.6022
... More
I-9.39 P-65 V-2 - Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
48.26
1507
72746.6414
... More
I-11.28 P-85 V-2 - Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
98.49
581
57316.2555
... More
I-11.28 P-85 V-2 - Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
98.49
587
57889.4673
... More
I-8.39 P-48 V-2 - Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
542.79
130
71002.3599
... More
I-8.39 P-48 V-2 - Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
542.79
132
71713.4148
... More
I-8.39 P-48 V-2 - Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. TF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
52.9
133
7058.447
... More
I-8.32 P-46 V-2 - Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
209.22
160
33617.4696
... More
I-8.32 P-46 V-2 - Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
209.22
162
33954.3138
... More
I-8.32 P-46 V-2 - Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. TF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
203.19
163
33300.8091
... More
I-8.34.3 P-47 V-2 - Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
20.58
51
1059.87
... More
I-8.34.3 P-47 V-2 - Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
20.58
52
1070.5716
... More
I-8.34.3 P-47 V-2 - Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. TF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
3.9
52
204.867
... More
I-8.40 P-48 V-2 - Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
20.58
118
2437.701
... More
I-8.40 P-48 V-2 - Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
20.58
119
2461.9854
... More
I-8.40 P-48 V-2 - Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. TF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
3.9
120
471.198
... More
I-8.34.1 P-47 V-2 - Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
30.24
54
1650.8016
... More
I-8.34.1 P-47 V-2 - Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
30.24
55
1667.4336
... More
I-8.82 P-54 V-2 - Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below:
1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 no.
2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs.
3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs.4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.) GF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
30.24
697
21086.6544
... More
I-8.82 P-54 V-2 - Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below:
1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 no.
2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs.
3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs.4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.) FF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
30.24
704
21297.4272
... More
I-11.5.1 P-77 V-2 - Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. TF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
2.52
4704
11855.5668
... More
I-15.11 P-151 V-2 - Providing and Applying CFTRI approved two component flexible polymer modified acrylic cementitious waterproofing coating with a mix ratio of (5 Liquid :7 Powder) to the RCC surface like Roof, bathroom, toilet, balcony & utility area applied @ 2.2kg/m2 in 2 coats to achieve 1.2mm DFT, having Elongation at break greater than 120% as per ASTM D 412, Tensile strength greater than 1N/mm2 as per ASTM D 412, Adhesion strength: 0.80N/mm2 as per ASTM D 4541, crack bridging upto 2mm as per ASTM C 836. The finished cost to include surface preparation, making coving of 50 mm X 50mm at all right angles of wall Junction with Polymer Repair Mortar and lay 45 gsm glass fibre mesh over the angle fillet when the first coat in still wet, treatment of cracks completely as per specification. TF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
177.95
551
98151.8815
... More
I-2.1.6 P-15 V-1 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates TF ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
11.57
6558
75886.473
... More
I-2.5A P-7 V-3 - Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.By Mechanical Means using Dozer In area of light jungle ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
0.19
404
76.9101
... More
I-2.5.2 P-16 V-1 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Raft ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
2.31
7259
16769.9994
... More
I-2.5.2 P-16 V-1 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Walls ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
5.89
7753
45665.8768
... More
I-2.11 h P-18 V-1 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.All other type of structures ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
0.82
81381
66732.6906
... More
I-15.14 P-152 V-2 - UGT/OHT (inside) waterproofing with Anti-microbial Coating---Providing and Applying two component, water-based food grade epoxy resin coating on inside surface of Potable water tank having anti-algae, antifungal, Non-toxic, hygiene cum damp-proof coating Certified by CFTRI as per 21 CFR 175 300 of US FDA, having mixing Ratio (Base: Hardener: Water) 1:1:1 to be applied @ 0.35 Kg/m2 in 2 coats. Ensure that this coating is applied over the protective plaster, and that Item No. 4 is completed across the entire surface prior to applying the protective plaster. The Waterproofing material shall have Specific Gravity: 1.2, Water vapor permeance: 244.48 g/m2/24 hrs, as per IS 7809/Pt 2/1977, Adhesion strength: 2 N/mm2 as per ASTM D 4541: 02. The finished cost to include surface preparation completely as per specification. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
36.6
1723
63068.754
... More
I-8.21 P-44 V-2 - Providing White washing with lime to give an even shade :New work (three coats) with lime of approved quality, including cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
36.6
26
980.148
... More
I-8.28 P-45 V-2 - Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
28.8
91
2640.096
... More
I-18.3 P-221 V-5 - Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
2
2020
4041.72
... More
I-134 - Preparation of detailed Architectural drawings,Structural design and drawings
including Soil exploration as per I.S Codes and proof checking by IISC/NIT/IIT only as decided by
the Department and the same has to be furnished to the Department for approval and also
providing consultancy for Architectural & structural designs & Drawings preparation of internal and external Electrical works schematic drawings and working drawings for public health engineering etc and liaison with
other department and approval of pollution control board & any other statutory approval from the
concerned dept and drawings related to this project. (6 sets of as built drawings shall be
submitted to the employer) Note - All required service GFC drawings required for completion of
projects. - etc., complete including all lead and lift and work to be executed as per the
specification and engineer -in-charge of the work. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
1
110000
110000
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