Karnataka Housing Board 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.
Karnataka Housing Board - KHB Tender
Civil And Construction
Opening Date1 Oct 2024
Closing Date4 Nov 2024
Tender Amount₹ 6,80,16,432.92
Costs
EMD
₹ 10,25,000Document Cost
Refer DocumentsTender Fee
₹ 5,000
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
KHB/2024-25/BD/WORK_INDENT306Tender No
KHB/2024-25/BD/WORK_INDENT306Tender Authority
Karnataka Housing Board ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
Others - NIT
BOQ Items
code04 - 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. (Comn-SR V-1, Item No - 1.9)
1727.91
273
473412.7818
code05 - Filling approved 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. (Comn-SR V-1, Item No - 1.11)
903.1
445
402773.569
code06 - 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/Sqm including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications.. (Comn-SR V-2, Item No - 4.1)
568.51
121
69096.7054
code07 - Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8 (7.5) Using 40 mm nominal size graded crushed coarse aggregates (Comn-SR V-1, Item No - 2.1.2)
189.1479
5833
1103473.716768
code08 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Comn-SR V-1, Item No -2.2.2.1) For RCC Column Footing - Add shuttering, cost-8% :
260.8
7048
1838162.736
code09 - Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)- Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Comn-SR V-1, Item No -2.3.2) - Plinth Beam - Add shuttering, cost-50% :
40.61
10011
406571.076
code10 - Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Comn-SR V-1, Item No -2.3.2) For Curtain Wall ( Retaining Wall )
26.56
7341
194999.2704
code11 - Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Comn-SR V-1, Item No -2.3.2) Flagging Concrete
18.8
6674
125478.72
code12 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2) For RCC Columns : a. Upto Plinth Lvl and b. Ground floor - Add shuttering, cost-70% :
47.47
11982
568789.8123
code13 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Columns : First floor - Add shuttering, cost-70% :
18.59
12101
224974.5069
code14 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2) For RCC Columns : Second floor - Add shuttering, cost-70%
18.59
12221
227201.9607
code15 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Columns : Third floor - Add shuttering, cost-70% :
18.59
12341
229429.6004
code16 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2) For RCC Columns : Fourth floor - Add shuttering, cost-70% :
18.59
12461
231657.0542
code17 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Columns : Fifth floor - Add shuttering, cost-70% :
7.38
12581
92849.256
code18 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2) For RCC Lintel beam : a. Ground floor - Add shuttering, cost-60% :
5.66
11277
63829.2916
code19 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2For RCC Lintel : First floor - Add shuttering, cost-60% :
9.58
11390
109116.5832
code20 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2For RCC Lintel : Second floor - Add shuttering, cost-60% :
9.58
11502
110196.9198
code21 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2For RCC Lintel : Third floor - Add shuttering, cost-60% :
9.58
11615
111277.1606
code22 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2 For RCC Lintel : Fourth floor - Add shuttering, cost-60% :
9.58
11728
112357.593
code23 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2) For RCC Roof beam : a. Ground floor - Add shuttering, cost-60% :
39.31
11277
443309.0906
code24 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Roof beam : First floor - Add shuttering, cost-60% :
39.31
11390
447742.4724
code25 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Roof beam : Second floor - Add shuttering, cost-60% :
39.31
11502
452175.068
code26 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Roof beam : Third floor - Add shuttering, cost-60% :
39.31
11615
456608.0567
code27 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Roof beam : Fourth floor - Add shuttering, cost-60% :
39.31
11728
461041.4385
code28 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Roof beam : Fifth floor - Add shuttering, cost-60% :
5.65
11841
66902.3845
code29 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2) For RCC Roof Slab : a. Ground floor - Add shuttering, cost-50% :
91.98
10572
972453.0312
code30 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Roof slab : First floor - Add shuttering, cost-50% :
89.21
10678
952598.6536
code31 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Roof slab : Second floor - Add shuttering, cost-50% :
89.21
10783
962029.9348
code32 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Roof slab : Third floor - Add shuttering, cost-50% :
89.21
10889
971461.216
code33 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Roof slab : Fourth floor - Add shuttering, cost-50% :
89.21
10995
980894.2814
code34 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Roof slab : Fifth floor - Add shuttering, cost-50% :
8.06
11101
89474.5436
code35 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2) For RCC Staircase : a. Ground floor to First floor - Add shuttering, cost-50% :
5.35
10572
56562.554
code36 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Staircase : First floor to Second floor - Add shuttering, cost-50% :
5
10678
53390.8
code37 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Staircase : Second floor to Third floor - Add shuttering, cost-50% :
5
10783
53919.4
code38 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Staircase : Third floor to Fourth floor - Add shuttering, cost-50% :
5
10889
54448
code39 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Staircase : Fourth floor to Fifth (Terrace) floor - Add shuttering, cost-50% :
5
10995
54976.7
code40 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2) For RCC Chejja's & Sill : a. Ground floor - Add shuttering, cost-45% :
5.68
10220
58049.7136
code41 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Chejja's & Sill : First floor - Add shuttering, cost-45% :
5.2
10322
53675.544
code42 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Chejja's & Sill : Second floor - Add shuttering, cost-45% :
5.2
10424
54206.932
code43 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2) For RCC Chejja's & Sill : Third floor - Add shuttering, cost-45% :
5.2
10526
54738.424
code44 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Chejja's & Sill : Fourth floor - Add shuttering, cost-45% :
5.2
10628
55269.916
code45 - Extra for providing throating or drip moulding to RCC Chejja with plastering ( Labour charge only ) as per Specification. ( SR 2018, P-16, Item No - 4.21 ) ground floor
147.5
33
4867.5
code46 - Extra for providing throating or drip moulding to RCC Chejja with plastering ( Labour charge only ) as per Specification. ( SR 2018, P-16, Item No - 4.21 ) first floor
132.2
38
5023.6
code47 - Extra for providing throating or drip moulding to RCC Chejja with plastering ( Labour charge only ) as per Specification. ( SR 2018, P-16, Item No - 4.21 ) second floor
132.2
43
5684.6
code48 - Extra for providing throating or drip moulding to RCC Chejja with plastering ( Labour charge only ) as per Specification. ( SR 2018, P-16, Item No - 4.21 ) third floor
132.2
48
6345.6
code49 - Extra for providing throating or drip moulding to RCC Chejja with plastering ( Labour charge only ) as per Specification. ( SR 2018, P-16, Item No - 4.21 ) fourth floor
132.2
53
7006.6
code50 - Providing Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for R.C.C. work including straightening,cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (Comn-SR V-1, Item No -2.11.a) a. Ground floor
61.79
92140
5693374.4709
code51 - Providing Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for R.C.C. work including straightening,cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (Comn-SR V-1, Item No -2.11.a) First Floor
23.02
93062
2142290.0024
code52 - Providing Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for R.C.C. work including straightening,cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (Comn-SR V-1, Item No -2.11.a)Second Floor
23.02
93983
2163500.8606
code53 - Providing Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for R.C.C. work including straightening,cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (Comn-SR V-1, Item No -2.11.a)Third Floor
23.02
94904
2184711.7188
code54 - Providing Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for R.C.C. work including straightening,cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (Comn-SR V-1, Item No -2.11.a)Fourth Floor
23.02
95826
2205922.3468
code55 - Providing Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for R.C.C. work including straightening,cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (Comn-SR V-1, Item No -2.11.a)Fifth Floor or Terrace Floor
3.76
96747
363771.5024
code56 - Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (Comn-SR V-1, Item No - 2.1.4) For RCC Window & Ventilator Sill : a. Ground floor - Add shuttering, cost-45% :
1.15
10245
11782.463
code57 - Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (Comn-SR V-1, Item No - 2.1.4) For RCC Window & Ventilator - Sill : First floor - Add shuttering, cost-45% :
1.08
10348
11175.9264
code58 - Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (Comn-SR V-1, Item No - 2.1.4) For RCC Window & Ventilator - Sill : Second floor - Add shuttering, cost-45% :
1.08
10450
11286.5724
code59 - Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (Comn-SR V-1, Item No - 2.1.4) For RCC Window & Ventilator - Sill : Third floor - Add shuttering, cost-45% :
1.08
10552
11397.2292
code60 - Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (Comn-SR V-1, Item No - 2.1.4) For RCC Window & Ventilator - Sill : Fourth floor - Add shuttering, cost-45% :
1.08
10655
11507.8752
code61 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/Cum and minimum compressive strength of 4.00 N/mSqm 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 (Comn-SR V-2, Item No - 6.32) a. Ground floor
220.64
1349
297709.552
code62 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/Cum and minimum compressive strength of 4.00 N/mSqm 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 (Comn-SR V-2, Item No - 6.32) First Floor
194.76
1362
265418.928
code63 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/Cum and minimum compressive strength of 4.00 N/mSqm 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 (Comn-SR V-2, Item No - 6.32) Second Floor
194.76
1376
268046.2404
code64 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/Cum and minimum compressive strength of 4.00 N/mSqm 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 (Comn-SR V-2, Item No - 6.32) Third Floor
194.76
1389
270673.5528
code65 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/Cum and minimum compressive strength of 4.00 N/mSqm 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 (Comn-SR V-2, Item No - 6.32)Fourth Floor
194.76
1403
273300.8652
code66 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/Cum and minimum compressive strength of 4.00 N/mSqm 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 (Comn-SR V-2, Item No - 6.32) Fifth Floor or Terrace Floor
141.24
1416
200104.5948
code67 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/Cum and minimum compressive strength of 4.00 N/mSqm 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. (Comn-SR V-2, Item No - 6.33) a. Ground floor
209.41
1267
265517.2213
code68 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/Cum and minimum compressive strength of 4.00 N/mSqm 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. (Comn-SR V-2, Item No - 6.33) First Floor
316.02
1280
404698.3722
code69 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/Cum and minimum compressive strength of 4.00 N/mSqm 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. (Comn-SR V-2, Item No - 6.33)Second Floor
316.02
1293
408705.5058
code70 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/Cum and minimum compressive strength of 4.00 N/mSqm 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. (Comn-SR V-2, Item No - 6.33)Third Floor
316.02
1305
412712.6394
code71 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/Cum and minimum compressive strength of 4.00 N/mSqm 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. (Comn-SR V-2, Item No - 6.33)Fourth Floor
316.02
1318
416719.773
code72 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/Cum and minimum compressive strength of 4.00 N/mSqm 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. (Comn-SR V-2, Item No - 6.34) a. Ground floor
76.09
1137
86523.4608
code73 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/Cum and minimum compressive strength of 4.00 N/mSqm 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. (Comn-SR V-2, Item No - 6.34)First Floor
60.94
1148
69988.9806
code74 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/Cum and minimum compressive strength of 4.00 N/mSqm 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. (Comn-SR V-2, Item No - 6.34)Second Floor
60.94
1159
70681.8684
code75 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/Cum and minimum compressive strength of 4.00 N/mSqm 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. (Comn-SR V-2, Item No - 6.34)Third Floor
60.94
1171
71375.3656
code76 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/Cum and minimum compressive strength of 4.00 N/mSqm 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. (Comn-SR V-2, Item No - 6.34) Fourth Floor
60.94
1182
72068.2534
code77 - 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. (Comn-SR V-2, Item No - 12.13.1) a. Ground floor
1.14
101779
116028.573
code78 - 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. (Comn-SR V-2, Item No - 12.13.1) First Floor
1.01
102797
103825.2225
code79 - 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. (Comn-SR V-2, Item No - 12.13.1) Second Floor
1.01
103815
104853.1904
code80 - 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. (Comn-SR V-2, Item No - 12.13.1) Third Floor
1.01
104832
105881.1583
code81 - 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. (Comn-SR V-2, Item No - 12.13.1) Fourth Floor
1.01
105850
106909.1363
code82 - 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. (Comn-SR V-2, Item No - 12.13.1) Fifth Floor
0.08
106868
8549.4736
code83 - 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.(Comn-SR V-2, Item No -12.51) a. Ground floor
10
1046
10464.8
code84 - 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.(Comn-SR V-2, Item No -12.51) First Floor
13
1056
13740.35
code85 - 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.(Comn-SR V-2, Item No -12.51) Second Floor
13
1067
13876.33
code86 - 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.(Comn-SR V-2, Item No -12.51) Third Floor
13
1077
14012.31
code87 - 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.(Comn-SR V-2, Item No -12.51)Fourth Floor
13
1088
14148.42
code88 - 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.(Comn-SR V-2, Item No -12.51) Fifth Floor
1
1098
1098.8
code89 - Providing and fixing flush door shutter made out of solid core block board type 40 mm thick Both side teak, 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. (Comn-SR V-2, Item No - 12.57.7) a. Ground floor
33.6
5108
171655.68
code90 - Providing and fixing flush door shutter made out of solid core block board type 40 mm thick Both side teak, 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. (Comn-SR V-2, Item No - 12.57.7) First Floor
31.2
5159
160988.568
code91 - Providing and fixing flush door shutter made out of solid core block board type 40 mm thick Both side teak, 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. (Comn-SR V-2, Item No - 12.57.7) Second Floor
31.2
5210
162582.576
code92 - Providing and fixing flush door shutter made out of solid core block board type 40 mm thick Both side teak, 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. (Comn-SR V-2, Item No - 12.57.7) Third Floor
31.2
5262
164176.272
code93 - Providing and fixing flush door shutter made out of solid core block board type 40 mm thick Both side teak, 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. (Comn-SR V-2, Item No - 12.57.7) Fourth Floor
31.2
5313
165770.28
code94 - Providing and fixing flush door shutter made out of solid core block board type 40 mm thick Both side teak, 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. (Comn-SR V-2, Item No - 12.57.7) Fifth Floor
2.4
5364
12874.176
code95 - 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/Cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mSqm , modulus of elasticity 900 N/mSqm 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 (Comn-SR V-2, Item No 12.93.1) a. Ground floor
25.05
723
18112.653
code96 - 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/Cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mSqm , modulus of elasticity 900 N/mSqm 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 (Comn-SR V-2, Item No 12.93.1) First Floor
99
730
72298.71
code97 - 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/Cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mSqm , modulus of elasticity 900 N/mSqm 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 (Comn-SR V-2, Item No 12.93.1) Second Floor
99
737
73014.48
code98 - 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/Cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mSqm , modulus of elasticity 900 N/mSqm 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 (Comn-SR V-2, Item No 12.93.1) Third Floor
99
744
73730.25
code99 - 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/Cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mSqm , modulus of elasticity 900 N/mSqm 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 (Comn-SR V-2, Item No 12.93.1) Fourth Floor
99
751
74446.02
code100 - 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/Cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mSqm , modulus of elasticity 850 N/mSqm 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 ecessary 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. (Comn-SR V-2, Item No - 12.94.1) a. Ground floor
8.51
3589
30547.0705
code101 - 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/Cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mSqm , modulus of elasticity 850 N/mSqm 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 ecessary 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. (Comn-SR V-2, Item No - 12.94.1) First Floor
31.5
3625
114201.36
code102 - 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/Cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mSqm , modulus of elasticity 850 N/mSqm 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 ecessary 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. (Comn-SR V-2, Item No - 12.94.1) Second Floor
31.5
3661
115332.525
code103 - 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/Cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mSqm , modulus of elasticity 850 N/mSqm 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 ecessary 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. (Comn-SR V-2, Item No - 12.94.1) Third Floor
31.5
3697
116463.06
code104 - 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/Cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mSqm , modulus of elasticity 850 N/mSqm 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 ecessary 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. (Comn-SR V-2, Item No - 12.94.1) Fourth Floor
31.5
3733
117593.595
code105 - 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) (Comn-SR V-2, Item No -12.90) a. Ground floor
56.7
6936
393272.334
code106 - 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) (Comn-SR V-2, Item No -12.90) First Floor
37.8
7005
264803.364
code107 - 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) (Comn-SR V-2, Item No -12.90) Second Floor
37.8
7074
267425.172
code108 - 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) (Comn-SR V-2, Item No -12.90) Third Floor
37.8
7144
270046.98
code109 - 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) (Comn-SR V-2, Item No -12.90) Fourth Floor
37.8
7213
272668.788
code110 - 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). (Comn-SR V-2, Item No -12.85) a. Ground floor
0.9
5890
5301.513
code111 - 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). (Comn-SR V-2, Item No -12.85) First Floor
19.62
5949
116728.7976
code112 - 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). (Comn-SR V-2, Item No -12.85) Second Floor
19.62
6008
117884.4156
code113 - 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). (Comn-SR V-2, Item No -12.85) Third Floor
19.62
6067
119040.2298
code114 - 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). (Comn-SR V-2, Item No -12.85) Fourth Floor
19.62
6126
120195.8478
code115 - 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. (Comn-SR V-2, Item No -11.34A) a. Ground floor
1209.6
173
209309.184
code116 - 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. (Comn-SR V-2, Item No -11.34A) First Floor
1205.82
174
210741.1614
code117 - 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. (Comn-SR V-2, Item No -11.34A) Second Floor
1205.82
176
212827.23
code118 - 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. (Comn-SR V-2, Item No -11.34A) Third Floor
1205.82
178
214913.2986
code119 - 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. (Comn-SR V-2, Item No -11.34A) Fourth Floor
1205.82
179
216999.3672
code120 - 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.. (Comn-SR V-2, Item No -11.5.1) Main Door Grill Gate
5.76
4612
26567.0784
code121 - 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. (Comn-SR V-2, Item No -11.28) a. Ground floor
142.64
581
83009.348
code122 - 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. (Comn-SR V-2, Item No -11.28) First Floor
82.12
587
48267.6724
code123 - 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. (Comn-SR V-2, Item No -11.28) Second Floor
82.12
593
48745.6108
code124 - 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. (Comn-SR V-2, Item No -11.28) Third Floor
82.12
599
49223.5492
code125 - 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. (Comn-SR V-2, Item No -11.28) Fourth Floor
82.12
605
49701.4876
code126 - Providing 12 mm cement plaster with cement mortar 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. (Comn-SR V-2, Item No -8.1.1) For Ceiling a. Ground floor
490.3
262
128777.295
code127 - Providing 12 mm cement plaster with cement mortar 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. (Comn-SR V-2, Item No -8.1.1) First Floor
471.82
265
125154.9732
code128 - Providing 12 mm cement plaster with cement mortar 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. (Comn-SR V-2, Item No -8.1.1) Second Floor
471.82
267
126405.2962
code129 - Providing 12 mm cement plaster with cement mortar 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. (Comn-SR V-2, Item No -8.1.1) Third Floor
471.82
270
127641.4646
code130 - Providing 12 mm cement plaster with cement mortar 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. (Comn-SR V-2, Item No -8.1.1) Fourth Floor
471.82
273
128882.3512
code131 - Providing 12 mm cement plaster with cement mortar 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. (Comn-SR V-2, Item No -8.1.1) Fifth Floor
50.11
275
13819.3358
code132 - Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 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. (Comn-SR V-2, Item No -8.2.2) For Inside wall a. Ground floor
1026.28
287
294922.0836
code133 - Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 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. (Comn-SR V-2, Item No -8.2.2) For Inside wall First Floor
1561.26
290
453140.1024
code134 - Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 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. (Comn-SR V-2, Item No -8.2.2) For Inside wallSecond Floor
1561.26
293
457636.5312
code135 - Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 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. (Comn-SR V-2, Item No -8.2.2) For Inside wall Third Floor
1561.26
295
462117.3474
code136 - Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 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. (Comn-SR V-2, Item No -8.2.2) For Inside wall Fourth Floor
1561.26
298
466613.7762
code137 - Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 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. (Comn-SR V-2, Item No -8.2.2) For Inside wall Fifth Floor
81.88
301
24706.4712
code138 - Providing and fixing suitable plaster mesh 150mm 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 ) (Comn-SR V-2, Item No -8.16.2) ground floor
102.75
39
4021.635
code139 - Providing and fixing suitable plaster mesh 150mm 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 ) (Comn-SR V-2, Item No -8.16.2) first floor
620.45
39
24526.3885
code140 - Providing and fixing suitable plaster mesh 150mm 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 ) (Comn-SR V-2, Item No -8.16.2) second floor
620.45
39
24768.364
code141 - Providing and fixing suitable plaster mesh 150mm 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 ) (Comn-SR V-2, Item No -8.16.2) third floor
620.45
40
25010.3395
code142 - Providing and fixing suitable plaster mesh 150mm 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 ) (Comn-SR V-2, Item No -8.16.2) fourth floor
620.45
40
25258.5195
code143 - Providing and fixing suitable plaster mesh 150mm 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 ) (Comn-SR V-2, Item No -8.16.2) fifth floor
79.4
41
3263.34
code144 - 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. (Comn-SR V-2, Item No -8.51) a. Ground floor
1516.58
103
156207.74
code145 - 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. (Comn-SR V-2, Item No -8.51) First Floor
2033.08
104
211501.3124
code146 - 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. (Comn-SR V-2, Item No -8.51) Second Floor
2033.08
105
213595.3848
code147 - 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. (Comn-SR V-2, Item No -8.51) Third Floor
2033.08
106
215689.4572
code148 - 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. (Comn-SR V-2, Item No -8.51) Fourth Floor
2033.08
107
217783.5296
code149 - 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. (Comn-SR V-2, Item No -8.51) Fifth Floor
131.99
108
14274.7185
code150 - Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement 3 coarse sand) finished rough with sponge 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.(Comn-SR V-2, Item No -8.9) For External wall a. Ground floor
564.36
396
223796.958
code151 - Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement 3 coarse sand) finished rough with sponge 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.(Comn-SR V-2, Item No -8.9) For External wall First Floor
585.48
400
234490.5948
code152 - Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement 3 coarse sand) finished rough with sponge 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.(Comn-SR V-2, Item No -8.9) For External wall Second Floor
585.48
404
236820.8052
code153 - Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement 3 coarse sand) finished rough with sponge 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.(Comn-SR V-2, Item No -8.9) For External wall Third Floor
585.48
408
239139.306
code154 - Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement 3 coarse sand) finished rough with sponge 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.(Comn-SR V-2, Item No -8.9) For External wall Fourth Floor
585.48
412
241457.8068
code155 - Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement 3 coarse sand) finished rough with sponge 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.(Comn-SR V-2, Item No -8.9) For External wall Fifth Floor
446.65
416
185976.127
code156 - Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 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. (The gloss should be 50% @ 60 degree angle with 10 years life). (Comn-SR V-2, Item No -8.33.1) ground floor
1516.58
162
246808.2292
code157 - Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 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. (The gloss should be 50% @ 60 degree angle with 10 years life). (Comn-SR V-2, Item No -8.33.1) first floor
2033.08
164
334177.3596
code158 - Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 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. (The gloss should be 50% @ 60 degree angle with 10 years life). (Comn-SR V-2, Item No -8.33.1) second floor
2033.08
165
337470.9492
code159 - Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 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. (The gloss should be 50% @ 60 degree angle with 10 years life). (Comn-SR V-2, Item No -8.33.1) third floor
2033.08
167
340784.8696
code160 - Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 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. (The gloss should be 50% @ 60 degree angle with 10 years life). (Comn-SR V-2, Item No -8.33.1) fourth floor
2033.08
169
344098.79
code161 - Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 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. (The gloss should be 50% @ 60 degree angle with 10 years life). (Comn-SR V-2, Item No -8.33.1) fifth floor
131.99
170
22554.4512
code162 - Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer 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. (Comn-SR V-2, Item No -8.27) ground floor
564.36
54
30808.4124
code163 - Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer 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. (Comn-SR V-2, Item No -8.27) first floor
585.48
55
32283.3672
code164 - Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer 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. (Comn-SR V-2, Item No -8.27) second floor
585.48
55
32599.5264
code165 - Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer 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. (Comn-SR V-2, Item No -8.27) third floor
585.48
56
32921.5404
code166 - Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer 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. (Comn-SR V-2, Item No -8.27) fourth floor
585.48
56
33237.6996
code167 - Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer 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. (Comn-SR V-2, Item No -8.27) fifth floor
446.65
57
25601.978
code168 - Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/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. (Comn-SR V-2, Item No -8.30) @ ground floor
564.36
179
101144.5992
code169 - Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/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. (Comn-SR V-2, Item No -8.30) : @ first floor
585.48
181
105977.7348
code170 - Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/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. (Comn-SR V-2, Item No -8.30) @ second floor
585.48
182
107025.744
code171 - Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/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. (Comn-SR V-2, Item No -8.30) @ third floor
585.48
184
108079.608
code172 - Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/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. (Comn-SR V-2, Item No -8.30) @ fourth floor
585.48
186
109127.6172
code173 - Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/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. (Comn-SR V-2, Item No -8.30) @ fifth floor
446.65
188
84050.597
code174 - 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. (Comn-SR V-2, Item No -8.40) Window & Ventilator Grills @ ground floor
115.2
118
13645.44
code175 - 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. (Comn-SR V-2, Item No -8.40) Window & Ventilator Grills @ first floor
114.84
119
13738.3092
code176 - 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. (Comn-SR V-2, Item No -8.40) Window & Ventilator Grills @ second floor
114.84
120
13874.9688
code177 - 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. (Comn-SR V-2, Item No -8.40) Window & Ventilator Grills @ third floor
114.84
122
14010.48
code178 - 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. (Comn-SR V-2, Item No -8.40) Window & Ventilator Grills @ fourth floor
114.84
123
14147.1396
code179 - Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm 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 (Comn-SR V-2, Item No -9.23) @ ground floor
394.36
2539
1001666.5128
code180 - Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm 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 (Comn-SR V-2, Item No -9.23) @ first floor
115.08
2565
295223.9304
code181 - Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm 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 (Comn-SR V-2, Item No -9.23) @ second floor
115.08
2590
298146.9624
code182 - Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm 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 (Comn-SR V-2, Item No -9.23) @ third floor
115.08
2616
301069.9944
code183 - Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm 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 (Comn-SR V-2, Item No -9.23) @ fourth floor
115.08
2641
303993.0264
code184 - Providing and laying vitrified floor tiles Size of Tile 600x600 mm (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. (Comn-SR V-2, Item No -9.12.2) @ ground floor
136.02
1179
160415.187
code185 - Providing and laying vitrified floor tiles Size of Tile 600x600 mm (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. (Comn-SR V-2, Item No -9.12.2) @ first floor
311.87
1191
371480.8318
code186 - Providing and laying vitrified floor tiles Size of Tile 600x600 mm (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. (Comn-SR V-2, Item No -9.12.2) @ second floor
311.87
1202
375160.8978
code187 - Providing and laying vitrified floor tiles Size of Tile 600x600 mm (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. (Comn-SR V-2, Item No -9.12.2) @ third floor
311.87
1214
378837.8451
code188 - Providing and laying vitrified floor tiles Size of Tile 600x600 mm (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. (Comn-SR V-2, Item No -9.12.2) @ fourth floor
311.87
1226
382514.7924
code189 - Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness 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/ Sqm including pointing the joints with white cement and matching pigments etc., complete. (Comn-SR V-2, Item No -9.11) @ ground floor
28.04
915
25675.3868
code190 - Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness 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/ Sqm including pointing the joints with white cement and matching pigments etc., complete. (Comn-SR V-2, Item No -9.11) @ first floor
94.5
924
87396.435
code191 - Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness 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/ Sqm including pointing the joints with white cement and matching pigments etc., complete. (Comn-SR V-2, Item No -9.11) @ second floor
94.5
933
88261.11
code192 - Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness 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/ Sqm including pointing the joints with white cement and matching pigments etc., complete. (Comn-SR V-2, Item No -9.11) @ third floor
94.5
943
89126.73
code193 - Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness 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/ Sqm including pointing the joints with white cement and matching pigments etc., complete. (Comn-SR V-2, Item No -9.11) @ fourth floor
94.5
952
89992.35
code194 - Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 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. (Comn-SR V-2, Item No -8.2.2) For Rough Plastering For Bath & WC Walls : ground floor
64.37
287
18498.0069
code195 - Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 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. (Comn-SR V-2, Item No -8.2.2) For Rough Plastering For Bath & WC Walls : first floor
264.39
290
76736.5536
code196 - Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 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. (Comn-SR V-2, Item No -8.2.2) For Rough Plastering For Bath & WC Walls : second floor
264.39
293
77497.9968
code197 - Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 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. (Comn-SR V-2, Item No -8.2.2) For Rough Plastering For Bath & WC Walls : third floor
264.39
295
78256.7961
code198 - Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 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. (Comn-SR V-2, Item No -8.2.2) For Rough Plastering For Bath & WC Walls : fourth floor
264.39
298
79015.5954
code199 - Providing and fixing 1st 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. (Comn-SR V-2, Item No -10.14) @ ground floor
47.99
1139
54669.2482
code200 - Providing and fixing 1st 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. (Comn-SR V-2, Item No -10.14) @ first floor
264.39
1150
304199.2023
code201 - Providing and fixing 1st 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. (Comn-SR V-2, Item No -10.14) @ second floor
264.39
1161
307210.6044
code202 - Providing and fixing 1st 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. (Comn-SR V-2, Item No -10.14) @ third floor
264.39
1173
310224.6504
code203 - Providing and fixing 1st 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. (Comn-SR V-2, Item No -10.14) @ fourth floor
264.39
1184
313236.0525
code204 - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per Sqm to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per Sqm and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. ( UNI-SR-V-2, Item No - 15.1 ) @ first floor level
53.98
849
45879.2214
code205 - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per Sqm to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per Sqm and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. ( UNI-SR-V-2, Item No - 15.1 ) @ first floor level
53.98
858
46333.1932
code206 - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per Sqm to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per Sqm and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. ( UNI-SR-V-2, Item No - 15.1 ) @ first floor level
53.98
866
46787.7048
code207 - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per Sqm to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per Sqm and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. ( UNI-SR-V-2, Item No - 15.1 ) @ first floor level
53.98
875
47241.6766
code208 - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per Sqm to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per Sqm and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. ( UNI-SR-V-2, Item No - 15.1 ) @ first floor level
532.54
883
470547.0186
code209 - Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete (Comn-SR V-2, Item No - 12.74.1) 125x64x1.90mm : all floors
198
105
20801.88
code210 - Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : (Comn-SR V-2, Item No - 12.72) : all floors
66
84
5574.36
code211 - Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete (Comn-SR V-2, Item No - 12.73.1) : all floors
66
45
2991.12
code212 - 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.(Comn-SR V-2, Item No - 12.60) : all floors
66
1083
71514.96
code213 - Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications (Comn-SR V-2, Item No -7.18 ) first floor
27.35
2098
57388.2315
code214 - Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications (Comn-SR V-2, Item No -7.18 ) second floor
27.35
2119
57956.291
code215 - Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications (Comn-SR V-2, Item No -7.18 ) third floor
27.35
2139
58524.624
code216 - Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications (Comn-SR V-2, Item No -7.18 ) fourth floor
27.35
2160
59092.6835
code217 - Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications (Comn-SR V-2, Item No -7.18 ) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. first floor
6.84
6897
47176.7796
code218 - Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications (Comn-SR V-2, Item No -7.18 ) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. second floor
6.84
6965
47643.8832
code219 - Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications (Comn-SR V-2, Item No -7.18 ) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. third floor
6.84
7033
48110.9868
code220 - Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications (Comn-SR V-2, Item No -7.18 ) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. fouth floor
6.84
7102
48578.0904
code221 - 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: 20 mm to 25 mm wide to required depth. (Comn-SR V-2, Item No -8.80 ) ground floor
165.6
67
11257.488
code222 - 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: 20 mm to 25 mm wide to required depth. (Comn-SR V-2, Item No -8.80 ) first floor
151.8
68
10422.588
code223 - 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: 20 mm to 25 mm wide to required depth. (Comn-SR V-2, Item No -8.80 ) secondd floor
151.8
69
10525.812
code224 - 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: 20 mm to 25 mm wide to required depth. (Comn-SR V-2, Item No -8.80 ) third floor
151.8
70
10629.036
code225 - 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: 20 mm to 25 mm wide to required depth. (Comn-SR V-2, Item No -8.80 ) fourth floor
151.8
70
10732.26
code226 - 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 550x400 mm with a pair of 15 mm C.P. brass pillar taps.(Comn-SR V-2, Item No - 14.7.3) for all floors
65
2951
191872.2
code227 - Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover,and cistern fittings, nuts, bolts and gasket etc complete.(Comn-SR V-2, Item No - 14.44) all floors
45
11560
520232.4
code228 - Providing and fixing CP. Health faucet with flexible hose,CP Bibcock with 2 in 1 connectvity, wall flange, supporting hook with screws, fixing materials and sealant to all sides of wall flange complete. (Market Rate) all floors
61
3000
183000
code229 - Providing and fixing Single lever wall mixer with L shaped Tubular bend set for overhead shower made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class (Comn-SR V-2, Item No - 14.60.a) Economy
42
4104
172391.1
code230 - Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 (Comn-SR V-2, Item No - 13.12)
50
654
32702.5
code231 - Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.(Comn-SR V-2, Item No - 13.15)
203
746
151590.25
code232 - Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.(Comn-SR V-2, Item No - 14.31)
65
1256
81679
code233 - Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class(Comn-SR V-2, Item No - 14.92a) Economy
65
739
48070.1
code234 - Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required.(Comn-SR V-2, Item No - 14.10)
2
5786
11573.08
code235 - Providing and fixing Sink cock with swivel spout & wall flange, wall mountable made of Stainless steel with all concealed fitting arrangementsv& all necessary accesories complete - Class (Comn-SR V-2, Item No - 14.62a)Economy
2
1985
3971.68
code236 - 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g.(Comn-SR V-2, Item No - 14.40.2)
42
510
21456.96
code237 - Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.(Comn-SR V-2, Item No - 14.28)
65
94
6159.4
code238 - Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:(Comn-SR V-5,Item No -10.1)
250
226
56650
code239 - Supplying of special moulded variety PVC couplers as per IS 7834/1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments to walk site etc. complete.(Comn-SR V-5,Item No -10.8)
50
69
3450.5
code240 - Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.(Comn-SR V-5,Item No -10.9)
50
197
9888
code241 - Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.(Comn-SR V-5,Item No -10.10) 75mm dia PVC Tee (Comn-SR V-5, Item No -10.10.6)
50
120
6025.5
code242 - Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:(Comn-SR V-5,Item No -10.1) PVC pipes 110 mm dia., 6 kg/sqcm & class 3 (Comn-SR V-5, Item No -10.1.7)
180
423
76199.4
code243 - Supplying of special moulded variety PVC couplers as per IS 7834/1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments to walk site etc. complete.(Comn-SR V-5,Item No -10.8) 110mm dia PVC Couplers (Comn-SR V-5, Item No -10.8.8)
40
176
7045.2
code244 - Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.(Comn-SR V-5,Item No -10.9) 110mm dia PVC Elbows (Comn-SR V-5, Item No -10.9.8)
40
311
12442.4
code245 - Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.(Comn-SR V-5,Item No -10.10) 110mm dia PVC Tee (Comn-SR V-5, Item No -10.10.8)
40
258
10341.2
code246 - Providing and fixing PVC (S.W.R) Multi Floor Trap 10.0 cm X 7.5 cm X 5.0 cm X 4.0 cm with all fitting arrangements & all necessary accessories complete (Comn-SR V-2, Item No - 13.63)
145
251
36441.4
code247 - Providing and fixing PTMT grating of approved quality and colour.Rectangular type with openable circular lid. (Comn-SR V-2, Item No - 13.22.2)
145
208
30168.7
code248 - Providing and grouting sleeves made in beam/ slab to draw waste and soil lines at all floor level of the below mentioned sizes , including condcting water ponding test to ensure zero leakage with all leads and lifts complete Size : 150 mm dia(MR)
100
720
72000
code249 - Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement testing of joints complete as per direction of Engineer in charge, concealed work, including cutting chases and making good the wall etc.,.20mm nominal dia (Comn-SR V-2, Item No - 13.32.2) 20mm nominal OD pipes(Comn-SR V-2, Item No - 13.32.2)
375
390
146388.75
code250 - Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement testing of joints complete as per direction of Engineer in charge, concealed work, including cutting chases and making good the wall etc., 25mm nominal OD pipes(Comn-SR V-2, Item No - 13.32.3)
170
491
83522.7
code251 - Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :(Comn-SR V-2, Item No - 13.5) 20mm nominal bore(Comn-SR V-2, Item No - 13.5.2)
4
323
1293.68
code252 - Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :(Comn-SR V-2, Item No - 13.5) 25mm nominal bore(Comn-SR V-2, Item No - 13.5.3)
20
341
6839.2
code253 - Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work(Comn-SR V-1, Item No -13.33) 20 mm nominal OD Pipes(Comn-SR V-1, Item No -13.33.2)
200
223
44702
code254 - Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work(Comn-SR V-1, Item No -13.33) 25 mm nominal OD Pipes(Comn-SR V-1, Item No -13.33.3)
131
304
39939.28
code255 - Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work(Comn-SR V-1, Item No -13.33) 32 mm nominal OD Pipes(Comn-SR V-1, Item No -13.33.4)
298
383
114181.68
code256 - Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work(Comn-SR V-1, Item No -13.33) 40 mm nominal OD Pipes(Comn-SR V-1, Item No -13.33.5)
72
491
35374.32
code257 - Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work(Comn-SR V-1, Item No -13.33) 50 mm nominal OD Pipes(Comn-SR V-1, Item No -13.33.6)
120
742
89115.6
code258 - Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete: (Comn-SR V-1, Item No -13.5) 20mm nominal bore (Comn-SR V-1, 13.5.2)
10
323
3234.2
code259 - Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :(Comn-SR V-1, Item No -13.4) 25mm nominal bore (Comn-SR V-1, 13.4.1)
8
565
4523.76
code260 - Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :(Comn-SR V-1, Item No -13.4) 32mm nominal bore (Comn-SR V-1, 13.4.2)
8
615
4927.52
code261 - Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :(Comn-SR V-1, Item No -13.4) 40mm nominal bore (Comn-SR V-1, 13.4.3)
10
723
7230.6
code262 - Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :(Comn-SR V-1, Item No -13.4) 50mm nominal bore (Comn-SR V-1, 13.4.4)
10
880
8806.5
code263 - Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.(Comn-SR V-1, Item No -13.34)
15000
9
139050
code264 - Supplying & fixing suction Y'/ pot stainer with MS flange of suitable length fabricated from 16 gauge brass sheet with 3mm slots. 50 mm dia (MR)
2
4334
8668
code265 - Supplying , fixing, testing and commissioning of PVC welded rain water head / khurras dome type grating with puddle flange to fix head in RCC slab specially fabricated from minimum 4mm thick PVC sheet, including removable heavy duty PVC grating of 50 x 3 mm thick PVC flats (Round or Square) as per approved design The quoted rate shall include for necessary grouting the khurras base with approved sealant complete all as shown in the drawing and as specified. 150 x 150mm PVC Grating
10
830
8300
code266 - Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:(Comn-SR V-5,Item No -10.1) PVC pipes 75 mm dia., 6 kg/sqcm & class 3 (Comn-SR V-5, Item No -10.1.5)
361
226
81802.6
code267 - Supplying of special moulded variety PVC couplers as per IS 7834/1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments to walk site etc. complete.(Comn-SR V-5, Item No -10.8) 75mm dia PVC couplers (Comn-SR V-5, Item No -10.8.6)
55
69
3795.55
code268 - Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.(Comn-SR V-5,Item No -10.9) 75mm dia PVC Elbows (Comn-SR V-5, Item No -10.9.6)
55
197
10876.8
code269 - Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.(Comn-SR V-5,Item No -10.10) 75mm dia PVC Tee (Comn-SR V-5, Item No -10.10.6)
55
120
6628.05
code270 - Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:(Comn-SR V-5,Item No -10.1) PVC pipes 110 mm dia., 6 kg/sqcm & class 3 (Comn-SR V-5, Item No -10.1.7)
430
423
182031.9
code271 - Supplying of special moulded variety PVC couplers as per IS 7834/1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments to walk site etc. complete.(Comn-SR V-5,Item No -10.8) 110mm dia PVC Couplers (Comn-SR V-5, Item No -10.8.8)
50
176
8806.5
code272 - Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.(Comn-SR V-5,Item No -10.9)110mm dia PVC Elbows (Comn-SR V-5, Item No -10.9.8)
40
311
12442.4
code273 - Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.(Comn-SR V-5,Item No -10.10) 110mm dia PVC Tee (Comn-SR V-5, Item No -10.10.8)
40
258
10341.2
code274 - Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:(Comn-SR V-5,Item No -10.1) PVC pipes 160 mm dia., 6 kg/sqcm & class 3 (Comn-SR V-5, Item No -10.1.9
210
636
133673.4
code275 - Supplying of special moulded variety PVC couplers as per IS 7834/1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments to walk site etc. complete.(Comn-SR V-5,Item No -10.8) 160mm dia PVC Couplers (Comn-SR V-5, Item No -10.8.10)
15
345
5175.75
code276 - Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.(Comn-SR V-5,Item No -10.9) 160mm dia PVC Elbows (Comn-SR V-5, Item No -10.9.10)
15
485
7276.95
code277 - Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.(Comn-SR V-5,Item No -10.10) 160 mm dia PVC Tee (Comn-SR V-5, Item No -10.10.10)
15
479
7199.7
code278 - Constructing brick masonry chamber of internal dimension 300x230mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. (Comn-SR V-5,Item No - 16.12)
9
2856
25705.71
code279 - Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover..(Comn-SR V-5,Item No - 16.9)
15
5617
84264.3
code280 - Providing and constructing "WIRE CUT BRICK MACHINEHOLE CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber.Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia: Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.3 M depth & SFRC cover & frame. .(Comn-SR V-5,Item No -16.15.4)
2
35729
71459.34
code281 - Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. 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 and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.In all kinds of soils. Depth upto 1.50m m3 (Comn-SR V-1, Item No -1.6.1)
244.35
498
121813.362
code282 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications.(Comn-SR V-1,Item No -1.10)
244.35
164
40268.88
code283 - Providing and fixing gun metal non- return valve of approved quality (screwed end) 40 mm nominal bore(Comn-SR V-2,Item No -13.6.3.2)
2
1261
2523.5
code284 - Providing and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete .(Comn-SR V-5,Item No -7.5.1) For DI/CI puddle flanges of 80mm dia.
2
1627
3254.8
code285 - Supplying, Intallation, testing and conmissioning of Solar Hot water Heater comprising of solar flat plat collector (FPC) of size 2120 x104 x100mm and stainless steel hot water storage tank with stainless steel Heat exchanges absorber made of copper sheet and copper tube of following capacity aluminium box collector with appropriate capacity with electrical back up arrangement excluding inlet and outlet pipes. SS model with 100mm thick of 48kg/Cum density rock wool insulation with 22WG Aluminium cladding. '300 Ltrs Capacity. (ELE SR 2-23-24)(7.3.3)
5
73527
367636.5
code286 - Point wiring using copper wire without switch : Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point upto 3Mtr from tapping point to out let via switch box Item No 2.2.1 & Page No 4
330
277
91433.1
code287 - Point wiring using copper wire without switch : Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch box Item No 2.2.2 & Page No 4
138
390
53871.06
code288 - Point wiring using copper wire without switch : Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box Item No 2.2.3 & Page No 4
208
571
118903.2
code289 - Point wiring using copper wire without switch : Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Two outlet in a row, above 3m upto 6m from tapping point to out let via switches Item No 2.2.4 & Page No 4
28
697
19524.68
code290 - Point wiring using copper wire without switch : Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Three outlet in a row, above 6m upto 10m from tapping point to out let via switches box Item No 2.2.5 & Page No 4
9
1018
9168.03
code291 - Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall : 1-2Way Item No 3.4.1 & Page No 7
10
142
1421.4
code292 - Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 3Way Item No 3.4.2 & Page No 7
39
163
6387.03
code293 - Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 4-5Way Item No 3.4.3 & Page No 7
7
182
1276.17
code294 - Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 6Way Item No 3.4.4 & Page No 7
22
226
4985.2
code295 - Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 8Way Item No 3.4.5 & Page No 7
317
268
85219.11
code296 - Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 10-12Way Item No 3.4.6 & Page No 7
63
328
20699.91
code297 - Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 16Way Item No 3.4.7 & Page No 7
4
373
1495.56
code298 - Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 18Way Item No 3.4.8 & Page No 7
8
417
3337.2
code299 - Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box..1-2Module Item No 3.5.1 & Page No 7
10
141
1411.1
code300 - Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 2Module Item No 3.5.2 & Page No 7
39
165
6467.37
code301 - Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 4Module Item No 3.5.3 & Page No 7
7
180
1261.75
code302 - Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 6Module Item No 3.5.4 & Page No 7
22
241
5302.44
code303 - Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 8Module Item No 3.5.5 & Page No 7
317
292
92728.84
code304 - Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 10-12Module Item No 3.5.6 & Page No 7
63
354
22322.16
code305 - Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 16Module Item No 3.5.7 & Page No 7
4
408
1635.64
code306 - Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 18Module Item No 3.5.8 & Page No 7
8
470
3765.68
code307 - Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. -6Amps one Way Item No 3.6.1 & Page No 8
1438
105
151076.28
code308 - Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 6A Two Way Switch Item No 3.6.2 & Page No 8
22
170
3761.56
code309 - Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 6Amps 3way socket Item No 3.6.3 & Page No 8
738
176
129983.94
code310 - Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 Steeped fan Regulator Item No 3.6.4 & Page No 8
130
367
47802.3
code311 - Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 16Amps one way switch Item No 3.6.7 & Page No 8
24
185
4449.6
code312 - Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 6Amps Bell push Item No 3.6.8 & Page No 8
1
182
182.31
code313 - Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 32A DP Switch Item No 3.6.9 & Page No 8
4
335
1343.12
code314 - Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 6/16Amps universal socket Item No 3.6.10 & Page No 8
28
243
6806.24
code315 - Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 TV/Telephone socket Item No 3.6.11 & Page No 8
7
160
1124.76
code316 - Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 RJ 45/IO Outlet CAT - 6 Item No 3.6.12 & Page No 8
14
347
4859.54
code317 - Supplying and fixing one of 230 volts Ding dong bell and a flush type bell push with gang box fixed on necessary wooden or rawl plugs using NF screws with Remote. Ding Dong bell Item No 12.2.1 & Page No 47
1
253
253.38
code318 - Supplying And Fixing Metal Fan Box with Round Hook. Item No 1.13 & Page No 3
130
120
15666.3
code319 - Concealed Conduit System: Supplying heavy gauge PVC conduit pipe ……mm dia ....... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary : 19mm dia 2mm thick Item No 1.2.1 & Page No 1
1400
67
95172
code320 - Concealed Conduit System: Supplying heavy gauge PVC conduit pipe ……mm dia ....... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary : 25mm dia 2mm thick Item No 1.2.2 & Page No 1
5260
80
422588.4
code321 - Concealed Conduit System: Supplying heavy gauge PVC conduit pipe ……mm dia ....... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary :325mm dia 2.5mm thick Item No 1.2.3 & Page No 1
330
106
35009.7
code322 - Groove cutting : Supplying heavy gauge PVC Conduit Pipe ….dia .......mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.19mm dia 2mm thick Item No 1.3.1 & Page No 1
600
70
42024
code323 - Groove cutting : Supplying heavy gauge PVC Conduit Pipe ….dia .......mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary 25mm dia 2mm thick Item No 1.3.2 & Page No 1
2725
81
221733.25
code324 - Groove cutting : Supplying heavy gauge PVC Conduit Pipe ….dia .......mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary 32mm dia 2.5mm thick Item No 1.3.3 & Page No 1
140
101
14275.8
code325 - CIRCUITS & MAINS : Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 1.5sqmm Item No 2.3.2 & Page No 4
5985
26
160278.3
code326 - CIRCUITS & MAINS : Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 2.5sqmm Item No 2.3.3 & Page No 4
4610
43
199428.6
code327 - CIRCUITS & MAINS : Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 4sqmm Item No 2.3.4 & Page No 4
1450
64
94090.5
code328 - CIRCUITS & MAINS : Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.6sqmm Item No 2.3.5 & Page No 4
420
94
39799.2
code329 - CIRCUITS & MAINS : Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 10sqmm Item No 2.3.6 & Page No 4
1235
172
212432.35
code330 - CIRCUITS & MAINS : Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 16sqmm Item No 2.3.7 & Page No 5
30
327
9826.2
code331 - Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. Single Door : 16way SP &N Item No 5.19.5 & Page No 17
2
3019
6039.92
code332 - Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. Double Door : 6way TP &N Item No 5.19.12 & Page No 17
1
5088
5088.2
code333 - Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. Double Door : Double Door : 8way TP &N Item No 5.19.13 & Page No 17
5
6273
31368.65
code334 - Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.. 5-32A SP MCB Item No 5.18.1 & Page No 16
108
427
46164.6
code335 - Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 5-32A DP MCB Item No 5.18.4 & Page No 16
2
761
1522.34
code336 - Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 40A TPN MCB Item No 5.18.8 & Page No 16
1
3135
3135.32
code337 - Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board. 32-40A 2pole Item No 5.20.4 & Page No 17
1
4736
4736.97
code338 - Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board. 32-40 A 4 pole Item No 5.20.8 & Page No 17
1
5301
5301.41
code339 - Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board. 63 A 4 pole Item No 5.20.10 & Page No 17
6
5711
34268.1
code340 - LIGHT FIXTURES AND FANS : Supplying of ......feet - PVC Batten with integrated LED tube .....W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI greater than 80. Power Input: 220-240V @ 50/60Hz & Power factor greater than0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fighting 1 x2'- 9/10W Item No 11.3.1 & Page No 42
317
567
179907.01
code341 - LIGHT FIXTURES AND FANS : Supplying of ......feet - PVC Batten with integrated LED tube .....W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI greater than 80. Power Input: 220-240V @ 50/60Hz & Power factor greater than0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition LED light fighting 1 x4'- 20/22W Item No 11.3.2 & Page No 42
110
710
78177
code342 - LIGHT FIXTURES AND FANS : Supplying of ......feet - PVC Batten with integrated LED tube .....W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI greater than 80. Power Input: 220-240V @ 50/60Hz & Power factor greater than0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition LED light fighting 1 x4'- 36/40W Item No 11.3.3 & Page No 42
5
1307
6535.35
code343 - Supplying & Fixing of 70-150 Watts lamp holder 2 Pin Item No 12.46 & Page No 51
61
64
3958.29
code344 - Supplying & fixing of retrofit type - LED bulb ...... W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRIgreater than 70%. efficacy greater than80 lumen per W, lifegreater than 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF greater than 0.95, power loss should less than 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. 12W, 6500K Item No 11.11.5 & Page No 46
61
277
16901.27
code345 - Supply of round/square recess/surface mounted rolling type LED Down light with ...... W GU 10 LED Lamp Rib Fabricated from diecast aluminium with white powder coated prewired to mains connector & has swivelling unit of aluminium die cast eye ball & LED Lamp position retained by circular wire spring, with Life of 25000 burning hours & 70% lumen maintenance with CRI greater than 80. Power Input: 220-240V @50/60Hz & Power factor greater than0.9 along with CE approved. 2years Warranty against any manufacturing defect working under standard electrical condition LED square or round down light 15-18W Item No 11.5.3 & Page No 43
106
1363
144554.32
code346 - Supplying and fixing of LED Bulkhead of 10W with IP65 protection and IK 08 impact resistance suitable for surface and wall mounting applications. Item No 11.15 & Page No 46
7
867
6070.82
code347 - Supplying exhaust fan of 1440 RPM of 300mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply. Item No 6.1 & Page No 29
2
1536
3073.52
code348 - Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete. 15" Sweep (450 mm) Item No 6.2.2 & Page No 29
20
4579
91587.6
code349 - Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system. 48" Sweep (1200mm) Regular model Item No 6.3.1 & Page No 29
130
3073
399557.6
code350 - Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT greater than 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire greater than IK08. Power Factor greater than0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiencygreater than1301m/w, nominal CRI greater than75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned LED Streetlight 70W Item No 11.8.3 & Page No 45
9
6171
55545.84
code351 - Fixing all types and all capacities of fluorescent / false ceiling / spot light / CFL / LED fittings indoor on the wall / ceiling / rafters / girders using 23/0.0076” twin twisted PVC insulated wires, required Nos of round blocks and clamps. : On wall/ceiling/Rafters/Girders Item No 13.7.1 & Page No 55
606
125
76149.96
code352 - Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S' hook with fan regulator to the existing board together with supplying and fixing 5 amps. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. Item No 13.10 & Page No 56
130
176
22896.9
code353 - Fixing one exhaust fan after making a suitable nitch in the wall and finishing with cement mortar and colouring to match the existing wall or brackets, with bolts and nuts and a 5 amps, ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire of approved make with wire mesh and wooden frame Item No 13.13 & Page No 56
22
728
16020.62
code354 - Supplying and Fixing 50mm class A GI pipe up to 4.5 Mtrs. long with a reducing collar of 50x40mm to which, an extension of 250 mm pipe is fixed for 125 or 250/400 watts MV / sodium vapour street light fitting, using suitable clamps, bolts ,nuts, and wiring using suitable capacity wires. Item No 13.3 & Page No 55
9
5615
50540.04
code355 - Fixing halogen/metal halide / SVL / IL / LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. Item No 13.5 & Page No 55
9
166
1501.74
code356 - Supplying.....litres capacity vertical/horizontal type wall mounting Electrical water heater with 22 SWG copper/SS sheet metal inner Container tinned inside and anticorrosive paint outside and 20 SWG M.S. sheet metal outer cover filled with glass wool between inner and outer container for thermal insulation complete. The inlet and outlet pipes so arranged that water flow inside results in water to flow out from the inner container without turbulence. The Inner container shall have direct immersion type copper tube nickel plate. 2kW capacity element with a neon indicator fitted with 20A capacity 25 to 85 degree Centigrade range thermostat. The water heater shall completely be wired with 40/0.0076 inch 3 core copper flexible wire of 1.5 meters length and the outer container provided with heavy gauge brackets for wall mounting. 10L Item No 7.1.1 & Page No 33
1
7790
7790.92
code357 - Erection charges for fixing a ... litres capacity wall mounting electric geysers using bolts, flat at one end nut and washers at the other end for through bolts and nuts and washers with 150x450x600mm back plate and wiring complete with 15A 3 pin top. upto 30 Litres Item No 13.15.1 & Page No 56
1
683
683.92
code358 - Supplying and drawing PVC insulated gas injected physical foam jelly flooded co-axial TV cable.RG-6. Item No 8.3 & Page No 35
150
45
6798
code359 - Supplying and drawing PVC flexible one pair telephone unarmoured tinned copper cable. 2Pair Item No 8.2.2 & Page No 35
150
21
3244.5
code360 - Supplying and drawing PVC flexible one pair telephone unarmoured tinned copper cable. 20Pair Item No 8.2.7 & Page No 35
50
154
7725
code361 - Supplying and drawing UTP-CAT 6E LAN cable. Item No 8.1 & Page No 35
425
39
16634.5
code362 - Supplying & fixing of I/O socket with back box Single I/o Item No 8.10.1 & Page No 35
14
504
7065.8
code363 - Supplying & Fixing of Patch panel for LAN cabling 24 Port 10/100/1000 patch panel Item No 8.12.5 & Page No 36
1
8137
8137
code364 - Supplying fixing of Network Switches 24 Port Gigabyte (manageable) Item No 8.9.2 & Page No 35
1
42693
42693.5
code365 - Supplying & Fixing of switch mounting rack with power manager & Cable manager. 9U with 450mm depth Item No 8.4.3 & Page No 35
1
8730
8730.28
code366 - Supplying & Fixing of …Mtrs Cat 6 Patch Cable 1mtr Item No 8.11.1 & Page No 36
2
230
461.44
code367 - Supplying & Fixing of …Mtrs Cat 6 Patch Cable 2mtr Item No 8.11.2 & Page No 36
12
264
3176.52
code368 - Supplying and fixing of MDF krone junction box with KRONE Module / Telephone cable termination 20 pair Item No 8.13.2 & Page No 36
1
394
394.49
code369 - Supplying, Installation, testing and commissioning of IP Dome Camera of 1/2.8*2Mega pixel Progressive CMOS, 1902x1080(2MP), 2.7mm to13.5mm, F1.4, Motorized, with a min illumination of 0.05lux / F1.4 (colour,301RE) 0Lux/F1.4(IRon), 30M IR Distance, BLC/HLC/WDR(120db), min 2streams, compression should be H.265/H / MPEG, 128GB SD card, ONVIF Profiles, profile G&Q, POE camera, oprating temparature of 60 degrees. All the cameras should have CE,FCC,UL, IP66, IK10. The prices should include the necessary mounts and brackets. - MR
10
20806
208060
code370 - Supplying, Installation, testing and commissioning of IP Bullet Camera of 1/2.8*2Mega pixel Progressive CMOS, 1902x1080(2MP), 2.7mm to 13.5mm, F1.4, Motorized, with a min illumination of 0.05lux / F1.4 (colour,301RE) 0Lux/F1.4(IRon), 60M IR Distance, BLC/HLC/WDR(120db), min 2streams, compression should be H.265/H / MPEG, 128GB SD card, ONVIF Profiles, profile G&Q, POE camera, oprating temparature of 60 degrees. All the cameras should have CE,FCC,UL, IP66, IK10. The prices should include the necessary mounts and brackets. - MR
9
22351
201159
code371 - Supplying, Installation, testing and commissioning of 4TB Survivelance Hard Disk The rate shall include all mounting accessories complete as required. - MR
1
14935
14935
code372 - Supplying, Installation, testing and commissioning of Quad face plate Camera side with IOS. The rate shall include all mounting accessories complete as required. - MR
20
293
5871
code373 - Supplying, Installation, testing and commissioning of 43" LED Monitor. The rate shall include all mounting accessories complete as required. - MR
1
61800
61800
code374 - Supplying and drawing UTP-CAT 6E LAN cable. Item No 8.1 & Page No 35
925
39
36204.5
code375 - Supplying & fixing of I/O socket with back box Single I/o Item No 8.10.1 & Page No 35
20
504
10094
code376 - Supplying & Fixing of Patch panel for LAN cabling 24 Port 10/100/1000 patch panel Item No 8.12.5 & Page No 36
1
8137
8137
code377 - Supplying fixing of Network Switches 24 Port Gigabyte (manageable) Item No 8.9.2 & Page No 35
1
42693
42693.5
code378 - Supplying & Fixing of …Mtrs Cat 6 Patch Cable 1mtr Item No 8.11.1 & Page No 36
10
230
2307.2
code379 - Supplying & Fixing of …Mtrs Cat 6 Patch Cable 2mtr Item No 8.11.2 & Page No 36
20
264
5294.2
code380 - Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit with thermal Magnetic/Micro processor release and Earth Fault as per IS-13947. ( Icu = Ics) 250Amps 4Pole 36kA Item No 5.15.15 & Page No 16
1
24251
24251.35
code381 - Supplying, fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based, digital readout of percentage leakage current, programmable delay/auto/ manual reset facility suitable to mount on DIN rail/ flush mounting on panel board. Item No 5.21 & Page No 17
1
9532
9532.65
code382 - Supplying of multi function digital meter with three line back light LCD type display for voltage, Current, frequency, Power, power factor, KVA, KWH, KVAR suitable for 3 phase, 4 wire LT network with IP 54 degree of protection and completely wired as required with communication Port and Class 0.5s accuracy. Item No 5.33 & Page No 18
1
9594
9594.45
code383 - Supplying, fixing and wiring Electronic Trivector Meter (ETV)5 to 32/63 Amps three phase 4 wire whole current class-1 Accuracy Energy Meter. Item No 5.35 & Page No 18
1
5876
5876.15
code384 - Supplying, fixing and wiring 50/5 to 400/5Amps 5VA burden Current Transformer. Class 0.5 accuracy with Tape Wound. Item No 5.34 & Page No 18
6
578
3473.16
code385 - Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440v A.C. 50 Hz 12/24v D.C. Item No 5.38 & Page No 18
3
530
1591.35
code386 - Supplying ......... amps rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete. 250Amps 4x30x10mm Aluminium Strips Item No 5.40.2 & Page No 19
8
3538
28304.4
code387 - Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit with thermal Magnetic/Micro processor release and Earth Fault as per IS-13947. ( Icu = Ics) 100Amps 4Pole 25kA Item No 5.15.9 & Page No 16
12
8741
104899.32
code388 - Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 75x75x6mm Item No 5.41.3 & Page No 19
48
571
27439.2
code389 - Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete.14SWG Item No 5.42.1 & Page No 19
167800
-
87256
code390 - Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. 16SWG Item No 5.42.2 & Page No 19
44000
-
19360
code391 - Supplying and fixing hylum plastic sheet 3mm thick with necessary nitches for fixing switches, regulators etc., and fixing on existing wood or metal box using N.F. screws. Item No 3.9 & Page No 8
118800
-
42768
code392 - Supplying & Fixing Chemical earthling for grounding. Conduits, IC cutouts & other equipments backfill compound which is non-corrosive, thermally conductive, potential to permissible limits, superior Fault conduction capacity, non toxic, weather resistance & capable of achieving ohmic value less than one ohm Using 10ft copper bonded rod with backfill compound Item No 12.60.3 & Page No 54
2
8748
17497.64
code393 - Supplying & Fixing Chemical earthling for grounding. Conduits, IC cutouts & other equipments backfill compound which is non-corrosive, thermally conductive, potential to permissible limits, superior Fault conduction capacity, non toxic, weather resistance & capable of achieving ohmic value less than one ohm Using 6ft copper bonded rod with backfill compound Item No 12.60.2 & Page No 54
2
6416
12833.8
code394 - Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. 25x3mm GI strip Item No 12.58.2 & Page No 53
40
84
3378.4
code395 - Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 : 4Core 10Sqmm cable Item No 32.03, SL NO 199 ESCOM SR 23-24
50
121
6077
code396 - Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 : 3.5Core 300Sqmm Item No 32.19, SL NO 215 ESCOM SR 23-24
225
1097
247047.75
code397 - Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe / stoneware pipe / on wall / on pole as required.In existing trench/duct : 2.5 sqmm to 25 sqmm Item No 21.05 SL NO 174 ESCOM SR 23-24
50
21
1075.5
code398 - Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe / stoneware pipe / on wall / on pole as required.In existing trench/duct : 300sqmm to 400Sqmm Item No 21.08 SL NO 177 ESCOM SR 23-24
225
35
7920
code399 - Supplying and fiixing of heavy duty cable glands suitable for UG cable of 1.1 KVclass (metal only) 25mm dia Item No 63.01 SL NO 507 ESCOM SR 23-24
2
81
162.74
code400 - Supplying and fiixing of heavy duty cable glands suitable for UG cable of 1.1 KVclass (metal only) 45mm dia Item No 63.04 SL NO 510 ESCOM SR 23-24
2
202
405.82
code401 - Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes 10Sqmm Long Barrel Item No 60.01 SL NO 469 ESCOM SR 23-24
8
2
16.48
code402 - Heavy Duty Copper Terminal Long Barrel 150 Sqmm Copper Terminal, Apprx Wt: 98 Gm Item No 59.07 SL NO 463 ESCOM SR 23-24
2
188
376.98
code403 - Heavy Duty Copper Terminal Long Barrel 300 Sqmm Copper Terminal Item No 59.11 SL NO 467 ESCOM SR 23-24
6
530
3182.7
code404 - Supplying and fixing 2mm thick perforated cable tray with powder coated paint on existing MS angle support using necessary GI bolts/nuts and washers or welding as required. 300x50mm Item No 12.59.2 & Page No 54
5
604
3023.05
code405 - 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. (UNI-SR V-1, Item No - 1.14.1 )
74.83
105
7861.6398
code406 - Providing and laying in position plain cement concrete for levelling course Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) (UNI-SR V-1, Item No - 2.1.2 )
4.86
5833
28352.8512
code407 - Providing and laying in position Reinforced cement concrete Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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. (The cost of steel reinforcement & formwork to be paid separately) (UNI-SR V-1, Item No - 2.2.2.1 ) : Base Slab (including formwork cost at 8%)
12.74
7048
89793.6858
code408 - Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately). (UNI-SR V-1, Item No - 2.3.2 ) : side wall inclusive of formwork at 10%
8.18
7341
60056.2512
code409 - Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately). (UNI-SR V-1, Item No - 2.3.2 ) : Top covering slab inclusive of formwork at 50%
5.25
10011
52560.9
code410 - 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. (UNI-SR V-1, Item No - 1.9 )
16.56
273
4537.1088
code411 - Providing Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for R.C.C. work including straightening,cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)
3.4
92140
313278.414
code412 - Providing and laying water proofing treatment to the Retaining wall area with PU Elastomeric Single component liquid applied, cold applied, moisture cured high tensile elastomeric PU waterproofing membrane having elongation of more than 400% and having solid content of above 90% @ 1.6kg per Sqm in 2 coats to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g/ Sqm. The cost is inclusive of surface preparation, crack filling, repair of loose mortar etc. completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. (UNI-SR V-3, Item No - 9.3 )
72
914
65854.08
code413 - Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with: MS angle of 65 x 65 x 10mm (Comn-SR V-5, Item No -11.2, Page No-111)
1.5
4945
7417.545
code414 - Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. (Comn-SR V-5, Item No -13, Page No-111)
1
2204
2204.2
code415 - Providing, supplying to work site,Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge of work and latest amendments. 1.00 HP/0.75KW - 7 STG ( WS & UGD Comm SR V-5, Chapter-15, Item No - 6.1 )
1
13717
13717.54
code416 - Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers's method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. etc. complete.(P.No.140, I.No 12.4 , Vol 5 of PW,P & IWTD S.R 2022-23)
1
5446
5446.64
code417 - Sinking of Borewell of 165mm dia clear, using superfast Hydraulic rig of capacity 250 PSIG and above 900 CFM and above in all strata including over burden upto 20m fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of Rig & supporting vehicle, crew charges & cost of consumables etc., complete including yield testing and the final depth with a minimum working compressor for one hour (excluding cost of casting pipes, collars and cap etc.) As per amendment ,2nd corrigendum 7/06/22. (P.No.139, I.No 12.1.1 to 12.1.7. Vol 5 of PW,P & IWTD S.R 2022-23) 0.00 to 50.00 mtrs 1.1 O010A
50
381
19055
code418 - Sinking of Borewell of 165mm dia clear, using superfast Hydraulic rig of capacity 250 PSIG and above 900 CFM and above in all strata including over burden upto 20m fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of Rig & supporting vehicle, crew charges & cost of consumables etc., complete including yield testing and the final depth with a minimum working compressor for one hour (excluding cost of casting pipes, collars and cap etc.) As per amendment ,2nd corrigendum 7/06/22. (P.No.139, I.No 12.1.1 to 12.1.7. Vol 5 of PW,P & IWTD S.R 2022-23) 50.00 to 100.00 mtrs 1.2 O010B
50
477
23896
code419 - Sinking of Borewell of 165mm dia clear, using superfast Hydraulic rig of capacity 250 PSIG and above 900 CFM and above in all strata including over burden upto 20m fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of Rig & supporting vehicle, crew charges & cost of consumables etc., complete including yield testing and the final depth with a minimum working compressor for one hour (excluding cost of casting pipes, collars and cap etc.) As per amendment ,2nd corrigendum 7/06/22. (P.No.139, I.No 12.1.1 to 12.1.7. Vol 5 of PW,P & IWTD S.R 2022-23) 100.00 to 150.00 mtrs 1.3 O010C
50
507
25389.5
code420 - Sinking of Borewell of 165mm dia clear, using superfast Hydraulic rig of capacity 250 PSIG and above 900 CFM and above in all strata including over burden upto 20m fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of Rig & supporting vehicle, crew charges & cost of consumables etc., complete including yield testing and the final depth with a minimum working compressor for one hour (excluding cost of casting pipes, collars and cap etc.) As per amendment ,2nd corrigendum 7/06/22. (P.No.139, I.No 12.1.1 to 12.1.7. Vol 5 of PW,P & IWTD S.R 2022-23) 150.00 to 200.00 mtrs 1.4 O010D
50
589
29458
code421 - Sinking of Borewell of 165mm dia clear, using superfast Hydraulic rig of capacity 250 PSIG and above 900 CFM and above in all strata including over burden upto 20m fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of Rig & supporting vehicle, crew charges & cost of consumables etc., complete including yield testing and the final depth with a minimum working compressor for one hour (excluding cost of casting pipes, collars and cap etc.) As per amendment ,2nd corrigendum 7/06/22. (P.No.139, I.No 12.1.1 to 12.1.7. Vol 5 of PW,P & IWTD S.R 2022-23) 200.00 to 250.00 mtrs 1.5 O010E
50
691
34556.5
code422 - Sinking of Borewell of 165mm dia clear, using superfast Hydraulic rig of capacity 250 PSIG and above 900 CFM and above in all strata including over burden upto 20m fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of Rig & supporting vehicle, crew charges & cost of consumables etc., complete including yield testing and the final depth with a minimum working compressor for one hour (excluding cost of casting pipes, collars and cap etc.) As per amendment ,2nd corrigendum 7/06/22. (P.No.139, I.No 12.1.1 to 12.1.7. Vol 5 of PW,P & IWTD S.R 2022-23) 250.00 to 260.00 mtrs 1.6 O010F
10
762
7622
code423 - Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socketconforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. (P.No.143, I.No 12.32. Vol 5 of PW,P & IWTD S.R 2022-23)
30
1990
59729.7
code424 - Providing and laying at site of work MS casing caps as per IS 1239 (part- II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge. (P.No.143, I.No 12.33. Vol 5 of PW,P & IWTD S.R 2022-23)
1
168
168.92
code425 - Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments. (P.No.143, I.No 12.33. Vol 5 of PW,P & IWTD S.R 2022-23)
5
154
772.5
code426 - Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. For -For -7.5 HP - 90 LPM @ 165 m = 16 STG Outlet Dia - 2.00”. (Page No. : 152, Item No.13.15.7 KWS & DB S R Vol-5 2022-23)
1
42034
42034.3
code427 - Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. 1X3X6 Sqm. (Page No. : 154, Item No.13.22.4, KWS & DB S R Vol-5 2022-23)
230
190
43826.5
code428 - Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. (Page No. : 156, Item No.13.32 KWS & DB S R Vol-5 2022-23)
1
6695
6695
code429 - Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete. 50 mm dia (PWD SR 2022-23 , vol-2, P119, I no 13.10.6)
2
709
1419.34
code430 - Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE: 1) DOL Direct Online Starter 2) S-D- Star Delta Starter 6 to 15 HP pumps. (Page No. : 155, Item No.13.23.2 , KWS & DB S R Vol-5 2022-23)
2
16377
32754
code431 - Erection of single phase preventer / ammeters / including fixing selector switch / voltmeter / current operated earth leakage circuit breakers / voltage operated circuit breaker / above 100A fuse channel set (3 Nos) HRC fuses above 100A (3 Nos.) / Digital ammeter/digital volt meter/set of 3 indicating lamps /MCB / Relays /A-V selector switches including wiring using suitable capacity wires, bolts, nuts,screws. (PWD Ele SR 2022-23 Pg no.46 Sl no.13.16)
1
203
203.94
code432 - Fabricating, supplying and mounting MS box made out of 18 SWG suitable for floor/ wall mounting, fully weather proof with provision for better heat dissipation provided with hinged front cover with with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7 Tanks Treatment wit powder coat ed paint & finaly finished with approved colour & etc. (PWD Ele SR 2-23-24 Pg no.20, Sl no.5.42.3)
30000
-
11700
code433 - Supplying and fixing miniature circuit breakers/isolators on existing MCB distribution boards using necessary fixing materials and wiring complete as required - 40 to 63 amps triple pole. ( PWD Ele SR 2-23-24 P-47, It No.6.16.2)
1
3180
3180.64
code434 - Supplying and running of GI copper strip or grounding connection using necessary fixing material required 600x600x3mm GI plate. (PWD Ele SR 2-23-24 (P-54, Sl no.12.58.6)
1
901
901.25
code435 - Supplying and fixing Porcelain fuse channel with cut out on the existing wooden /panel using necessary nuts bolts and washer etc., complete. 16 A. (P-No.10 , I.No.5.7.1 KPWD Ele SR 2022-23),
3
161
485.13
code436 - Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore. (P.No.115, I.No.13.4.4 of KPWD Elec S.R 2022-23)
1
880
880.65
code437 - 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1,Armouring strip thickness and resistivity as per IS-3975 , 4 core 16sqmm. ( Ele SR 22-23 Pg no. sl no. 32.05)
30
146
4382.7
code438 - Labour charges for Laying of 1.1 KV Class UG cable 6 Sqmm to 16 sqmm
30
12
367.2
code439 - Digging of trench of 0.6m deep x 0.50 mtr wide refilling the trench to the required ground level and consolidating in Hard soil etc., complete. complete as per specifications and direction of the Engineer-in-Charge. (As per Civil SR KSRB I-1.17.1, P-10, vol -1)
30
199
5994.6
code440 - Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) Medium Duty GI pipe of 65mm dia. Vol-5 SR(2021-22), P-142, I- 11.2.7
30
740
22217.1
code441 - Supplying and fixing LT cast iron pot heads suitable for 1.1 KV class UG cable filled wiith necessary bitumen / insulating compound complete. With terminals, clamps, bolts nuts and washers etc.complete for 16 Sqmm as per specification. (KPWD Ele SR Pg no.62 sl no.7.13.2)
1
578
578.86
code442 - Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. 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 and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m. (P.No.6, I.No.1.6.1 of KPWD S.R 2022-23)
74.25
498
37015.11
code443 - Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. 6 Kg/Sqm: 63mm(weight of pipe -0.662 kg) (P.No.134, I.No.M010C of KPWD S.R 2022-23)
165
143
23623.05
code444 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications. (P.No.7, I.No.1.10 of KPWD S.R 2022-23)
55.69
164
9177.712
code445 - Design, supplying, erecting testing and commissioning of -passenger/ Bed-cum-passenger hospital lift with speed of 1mtr per second, variable voltage variable frequency drive, with or without machine room for the available well size, operating at 415 V 3 phase 50 cycles AC supply, powder coated / Stainless Steel car entrance doors enclosures with suitable colour vinyl flooring, LED car illumination, emergency light, intercom and fan as desired by the user, central opening / side opening door with or without attendant operation, 7 segment display buttons, call register indicator, fireman drive, SS handrails inside car, full length infrared curtain in car door, automatic rescue device with batteries, voice announcing in regional / international languages, Braille buttons with one year warranty and maintenance with necessary scaffolding and minor civil works like fixing of guide rail, counter weight etc.,. (item No - 14.4.2 PWD Ele SR 2023-2024) D.With Out Machine Room-SS Finish ( 8-Passgenrs 5 - Stops )
1
1640458
1640458.22
code446 - Waste water Treatment by Bio Sewage Treatment Plant (Bio STP)
onsite construction [25 KLD and 50 KLD ]: Providing, installation and commissioning of anaerobic Bio Sewage Treatment Plant (Bio STP) for black water with all necessary accessories such as pre- filter, pipes for the onsite constructed ABD tank as per the prescribed specification, according to the capacity, with a baffle wall to control the flow of water and to increase the retention time in the RCC ABD Tank. It includes an internal matrix for enhanced growth of bacteria, rising and falling pipes. For grey water, pre - filter, oil skimmer is provided along with an aerator. Post filter such as sand and carbon filter are also included as per the enclosed detailed technical specification attached as Annexure-2, including cost of material, loading and unloading and as directed by the engineer in charge etc., complete, including annual maintenance of the system for 5 years. Note:
1. Above rates mentioned are for the preparation of estimate purpose only. All items are of ISI standards. 2. After commissioning of plant necessary testing to be done for the Satisfaction of the Engineer in charge. 3. Design drawing of the system suitable for erection 50 KLD is given in
figure for reference. (UNI-SR V-5, Item No - 22.2.2 Page No - 251 ) (50KLD)
1
2621350
2621350
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