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
Building Construction
Opening Date25 Oct 2024
Closing Soon3 Dec 2024
Tender Amount₹ 6,54,91,659.02
Costs
EMD
₹ 9,85,000Document 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_INDENT391Tender No
KHB/2024-25/BD/WORK_INDENT391Tender 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
BOQ Items
code04 - Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including Cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stackingthe selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including Cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work. In Hard Rock ( requiring blasting) Depth upto 1.50m
215.7372
554
119518.4088
code05 - Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications.(P.No.5, I.No 4.1 (Vol-2) of PW, P&IWTD SR 2023-24)
575.51
118
67910.18
code06 - 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 (M7.5) Using 40 mm nominal size graded crushed coarse aggregates (P.No.5, I.No 2.1.2 (Vol-1) of PW, P&IWTD SR 2023-24)conreting for footing, flooring etc.,
105.07
5664
595116.48
code07 - Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 8% on concrete item) (P.No.15, I.No 2.2.3 (Vol-1) of PW, P&IWTD SR 2023-24)
210.43
6842
1439947.2384
code08 - Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 70% on concrete item) (P.No.15, I.No 2.2.3 (Vol-1) of PW, P&IWTD SR 2023-24)Pedestal
7.04
10771
75829.248
code09 - Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 70% on concrete item) (P.No.15, I.No 2.2.3 (Vol-1) of PW, P&IWTD SR 2023-24)Column casting upto plinth
9.63
10771
103726.656
code10 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes alllead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering70% on concrete item) (P.No.16, I.No 2.5.2 (Vol-1) of PW, P&IWTD SR 2023-24) Columns ground floor
27.83
11633
323749.173
code11 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes alllead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 70% on concrete item) (P.No.16, I.No 2.5.2 (Vol-1) of PW, P&IWTD SR 2023-24) Columns First floor
25.05
11749
294323.2215
code12 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes alllead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 70% on concrete item) (P.No.16, I.No 2.5.2 (Vol-1) of PW, P&IWTD SR 2023-24) Columns Second floor
25.05
11866
297266.346
code13 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes alllead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 70% on concrete item) (P.No.16, I.No 2.5.2 (Vol-1) of PW, P&IWTD SR 2023-24) Columns Third floor
25.05
11985
300238.779
code14 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes alllead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 70% on concrete item) (P.No.16, I.No 2.5.2 (Vol-1) of PW, P&IWTD SR 2023-24) ColumnsFourth floor
25.05
12105
303241.5225
code15 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes alllead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 70% on concrete item) (P.No.16, I.No 2.5.2 (Vol-1) of PW, P&IWTD SR 2023-24) Columns Head room and lift
4.55
12226
55630.575
code16 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes alllead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 70% on concrete item) (P.No.16, I.No 2.5.2 (Vol-1) of PW, P&IWTD SR 2023-24) Columns oht tank columns
2.02
12226
24697.53
code17 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes alllead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 10% on concrete item) (P.No.16, I.No 2.5.2 (Vol-1) of PW, P&IWTD SR 2023-24) lift concrete wall Below the ground and Ground floor
4.73
7527
35604.129
code18 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes alllead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 10% on concrete item) (P.No.16, I.No 2.5.2 (Vol-1) of PW, P&IWTD SR 2023-24) FIRST FLOOR
2.5
7602
19006.425
code19 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes alllead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 10% on concrete item) (P.No.16, I.No 2.5.2 (Vol-1) of PW, P&IWTD SR 2023-24)SECOND FLOOR
2.5
7678
19196.375
code20 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes alllead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 10% on concrete item) (P.No.16, I.No 2.5.2 (Vol-1) of PW, P&IWTD SR 2023-24) THIRD FLOOR
2.5
7755
19388.425
code21 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes alllead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 10% on concrete item) (P.No.16, I.No 2.5.2 (Vol-1) of PW, P&IWTD SR 2023-24) FOURTH FLOOR
2.5
7832
19582.35
code22 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes alllead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 10% on concrete item) (P.No.16, I.No 2.5.2 (Vol-1) of PW, P&IWTD SR 2023-24) LIFT HEAD ROOM
2.14
7911
16930.1178
code23 - Curtain wall :Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 10% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete, Casting of Curtain wall
32.94
7527
247949.262
code24 - Plinth Beam (0.2x0.45) :Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 50% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete
33.27
10264
341499.915
code25 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 60% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete,Ground floor beam
26.18
10948
286639.584
code26 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 60% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete First floor beam
24.85
11058
274798.5065
code27 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 60% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Second floor beam
24.85
11168
277546.171
code28 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 60% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Third floor beam
24.85
11280
280321.419
code29 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including 60% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Fourth floor beam
24.85
11393
283124.996
code30 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 60% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Head room beam
3.05
11507
35097.265
code31 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 60% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Tank beam
1.68
11507
19332.264
code32 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 50% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Ground floor slab
90.02
10264
924010.29
code33 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 50% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed ConcreteFirst floor Slab
72.78
10367
754521.177
code34 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 50% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Second floor
72.78
10470
762061.185
code35 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 50% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Third floor Slab
72.78
10575
769681.251
code36 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 50% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Fourth floor
72.78
10681
777383.5584
code37 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 50% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Head room& lift slab
8.13
10788
87707.1717
code38 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 50% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete OHT Slab
5.15
10788
55558.6635
code39 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 45% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete For Chejjas Ground floor
2.31
9922
22920.6285
code40 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 45% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete For Chejjas First Floor
3.44
10021
34474.2008
code41 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 45% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete For Chejjas second floor
3.44
10121
34818.9232
code42 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 45% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete For Chejjas Third floor
3.44
10222
35167.0856
code43 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 45% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete For Chejjas fourth floor
3.44
10325
35518.7912
code44 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 45% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete For Chejjas terrace floor
0.35
10428
3649.9715
code45 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 60% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Lintel for doors and windows - Ground floor
2.78
10948
30437.664
code46 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 60% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Lintel for doors and windows - First floor
2.65
11058
29304.4685
code47 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 60% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Lintel for doors and windows -Second floor
2.65
11168
29597.479
code48 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 60% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Lintel for doors and windows Third floor
2.65
11280
29893.431
code49 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 60% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Lintel for doors and windows Fourth floor
2.65
11393
30192.404
code50 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 60% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Lintel for doors and windows Head room
0.37
11507
4257.701
code51 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 50% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Ground floor
5.47
10264
56146.815
code52 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 50% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete First floor
5.47
10367
56708.3105
code53 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 50% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Second floor
5.47
10470
57275.0025
code54 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 50% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Third floor
5.47
10575
57848.0397
code55 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 50% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Fourth floor
5.47
10681
58426.6016
code56 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of 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.Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates(P.No.16, I.No 2.4.4 (Vol-1) of PW, P&IWTD SR 2023-24) Outer periphere
13.84
6404
88631.36
code57 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24)60kg/Cum is considered for footing
13048.25
89
1167296.445
code58 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24)350kg/Cum is considered for Column, Below plinth
3371.9
89
301650.174
code59 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24)350kg/Cum is considered for Column, Ground floor
9739.8
89
871322.508
code60 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24)350kg/Cum is considered for Column, first floor
8766.45
90
792048.7575
code61 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24)350kg/Cum is considered for Column, Second floor
8766.45
91
799938.5625
code62 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24)350kg/Cum is considered for Column, Third floor
8766.45
92
807916.032
code63 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24)350kg/Cum is considered for Column, Fourth Floor
8766.45
93
815981.166
code64 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24)350kg/Cum is considered for Column, Head room
1593.9
94
149842.539
code65 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24)350kg/Cum is considered for Column, OHT
705.6
94
66333.456
code66 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), 225kg/Cum is considered for Beam,Plinth Beam
7484.94
89
669602.7324
code67 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), 225kg/Cum is considered forGround floor
5891.54
89
527057.1684
code68 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), 225kg/Cum is considered for first floor
5592.04
90
505240.814
code69 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), 225kg/Cum is considered for Second floor
5592.04
91
510273.65
code70 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), 225kg/Cum is considered for Third floor
5592.04
92
515362.4064
code71 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), 225kg/Cum is considered for Fourth Floor
5592.04
93
520507.0832
code72 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), 225kg/Cum is considered for Head room
686.88
94
64573.5888
code73 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), 225kg/Cum is considered for OHT
377.46
94
35485.0146
code74 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), Lintel Beams, 60kg/Cum is considered for Beam, GF
166.56
89
14900.4576
code75 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), Lintel Beams, 60kg/Cum is considered for Beam,first floor
159
90
14365.65
code76 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), Lintel Beams, 60kg/Cum is considered for Beam,Second floor
159
91
14508.75
code77 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), Lintel Beams, 60kg/Cum is considered for Beam,Third floor
159
92
14653.44
code78 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), Lintel Beams, 60kg/Cum is considered for Beam,Fourth Floor
159
93
14799.72
code79 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), Lintel Beams, 60kg/Cum is considered for Beam,Head room
21.9
94
2058.819
code80 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),Slab, 85kg/Cum is considered for Slab, Ground floor
7651.28
89
684483.5088
code81 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),Slab, 85kg/Cum is considered for Slab, first floor
6186.43
90
558943.9505
code82 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),Slab, 85kg/Cum is considered for Slab, Second floor
6186.43
91
564511.7375
code83 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),Slab, 85kg/Cum is considered for Slab, Third floor
6186.43
92
570141.3888
code84 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),Slab, 85kg/Cum is considered for Slab, Fourth Floor
6186.43
93
575832.9044
code85 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),Slab, 85kg/Cum is considered for Slab, Head room
691.31
94
64990.0531
code86 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),Slab, 85kg/Cum is considered for Slab, OHT
437.75
94
41152.8775
code87 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),120kg/Cum is considered for Stair Case, Ground floor
655.8
89
58667.868
code88 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),120kg/Cum is considered for Stair Case, first floor
655.8
90
59251.53
code89 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),120kg/Cum is considered for Stair Case, Second floor
655.8
91
59841.75
code90 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),120kg/Cum is considered for Stair Case, Third floor
655.8
92
60438.528
code91 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),120kg/Cum is considered for Stair Case, Fourth Floor
655.8
93
61041.864
code92 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), Lift concrete wall, 120kg/Cum is considered for lift concrete wall, Ground floor
567.19
89
50740.8174
code93 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), Lift concrete wall, 120kg/Cum is considered for lift concrete wall, first floor
299.94
90
27099.579
code94 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), Lift concrete wall, 120kg/Cum is considered for lift concrete wall, Second floor
299.94
91
27369.525
code95 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), Lift concrete wall, 120kg/Cum is considered for lift concrete wall, Third floor
299.94
92
27642.4704
code96 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), Lift concrete wall, 120kg/Cum is considered for lift concrete wall, Fourth Floor
299.94
93
27918.4152
code97 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), Lift concrete wall, 120kg/Cum is considered for lift concrete wall, Head room lift
256.5
94
24131.52
code98 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), Curtain wall, 85kg /Cum is considered for Curtain wall
2799.9
89
250479.054
code99 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),85kg /Cum is considered for Chejja, Ground floor
196.03
89
17536.8438
code100 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),85kg /Cum is considered for Chejja, first floor
292.04
90
26385.814
code101 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),85kg /Cum is considered for Chejja, Second floor
292.04
91
26648.65
code102 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),85kg /Cum is considered for Chejja, Third floor
292.04
92
26914.4064
code103 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),85kg /Cum is considered for Chejja, Fourth Floor
292.04
93
27183.0832
code104 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),85kg /Cum is considered for Chejja, terrace
29.84
94
2807.3472
code105 - 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.(P.No.7, I.No.1.9 of PW, P&IWTD SR 2023-24)(vol-1)
361.32
266
96111.12
code106 - Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.(P.No.7, I.No.1.8 of PW, P&IWTD SR 2023-24)(vol-1), new earthfilling of the plinth area and column
372.89
474
176749.86
code107 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, I.No.6.32 of PW, P&IWTD SR 2023-24)(vol-2)
267.74
1310
350739.4
code108 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, I.No.6.32 of PW, P&IWTD SR 2023-24)(vol-2)First floor
247.22
1323
327096.782
code109 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, I.No.6.32 of PW, P&IWTD SR 2023-24)(vol-2), Second floor same as first floor Qty
247.22
1336
330367.5026
code110 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, I.No.6.32 of PW, P&IWTD SR 2023-24)(vol-2),Third floor same as Second floor Qty
247.22
1349
333672.834
code111 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, I.No.6.32 of PW, P&IWTD SR 2023-24)(vol-2),Fourth Floor same as Second floor Qty
247.22
1363
337010.304
code112 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, I.No.6.32 of PW, P&IWTD SR 2023-24)(vol-2),Terrace floor
181.57
1376
249991.0231
code113 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, Vol- 2 , I.No.6.33 of PW, P&IWTD SR 2023-24), Ground floor (150 mm wall)
221.05
1231
272112.55
code114 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, Vol- 2 , I.No.6.33 of PW, P&IWTD SR 2023-24), First floor
304.75
1243
378898.7225
code115 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, Vol- 2 , I.No.6.33 of PW, P&IWTD SR 2023-24), Terrace floor
17.64
1293
22822.4556
code116 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, Vol- 2 , I.No.6.33 of PW, P&IWTD SR 2023-24), Second floor same as first floor Qty
304.75
1255
382686.765
code117 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, Vol- 2 , I.No.6.33 of PW, P&IWTD SR 2023-24), Third floor same as Second floor Qty
304.75
1268
386514.425
code118 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, Vol- 2 , I.No.6.33 of PW, P&IWTD SR 2023-24), Fourth Floor same as third floor Qty
304.75
1280
390378.655
code119 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, I.No.6.34 of PW, P&IWTD SR 2023-24)(vol-2), Ground floor
36.14
1104
39898.56
code120 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, I.No.6.34 of PW, P&IWTD SR 2023-24)(vol-2), First floor
115.76
1115
129077.0304
code121 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, I.No.6.34 of PW, P&IWTD SR 2023-24)(vol-2), Second floor
115.76
1126
130368.912
code122 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, I.No.6.34 of PW, P&IWTD SR 2023-24)(vol-2), Third floor
115.76
1137
131672.3696
code123 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, I.No.6.34 of PW, P&IWTD SR 2023-24)(vol-2), Fourth floor
115.76
1148
132988.5608
code124 - Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 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 Engineerin-charge, (P.No.40, Vol- 2 , I.No.8.6.1 of PW, P&IWTD SR 2023-24), Ground floor
529.13
326
172618.0799
code125 - Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 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 Engineerin-charge, (P.No.40, Vol- 2 , I.No.8.6.1 of PW, P&IWTD SR 2023-24), First floor
474.89
329
156471.5061
code126 - Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 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 Engineerin-charge, (P.No.40, Vol- 2 , I.No.8.6.1 of PW, P&IWTD SR 2023-24), Second floor
474.89
332
158033.8942
code127 - Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 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 Engineerin-charge, (P.No.40, Vol- 2 , I.No.8.6.1 of PW, P&IWTD SR 2023-24), third floor
474.89
336
159615.2779
code128 - Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 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 Engineerin-charge, (P.No.40, Vol- 2 , I.No.8.6.1 of PW, P&IWTD SR 2023-24), fourth floor
474.89
339
161210.9083
code129 - Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 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 Engineerin-charge, (P.No.40, Vol- 2 , I.No.8.6.1 of PW, P&IWTD SR 2023-24), Terrace floor
49.7
342
17040.639
code130 - Providing 12 mm cement plaster with cement mortar 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.(P.No.41, Vol- 2 , I.No.8.1.2 of PW, P&IWTD SR 2023-24) Wall plastering - Ground Floor
1061.87
241
255910.67
code131 - Providing 12 mm cement plaster with cement mortar 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.(P.No.41, Vol- 2 , I.No.8.1.2 of PW, P&IWTD SR 2023-24) Wall plastering First floor
1141.16
243
277769.7556
code132 - Providing 12 mm cement plaster with cement mortar 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.(P.No.41, Vol- 2 , I.No.8.1.2 of PW, P&IWTD SR 2023-24) Wall plastering Second floor
1141.16
245
280542.7744
code133 - Providing 12 mm cement plaster with cement mortar 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.(P.No.41, Vol- 2 , I.No.8.1.2 of PW, P&IWTD SR 2023-24) Wall plastering Third floor S
1141.16
248
283350.028
code134 - Providing 12 mm cement plaster with cement mortar 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.(P.No.41, Vol- 2 , I.No.8.1.2 of PW, P&IWTD SR 2023-24) Wall plastering Fourth floor
1141.16
250
286180.1048
code135 - Providing 12 mm cement plaster with cement mortar 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.(P.No.41, Vol- 2 , I.No.8.1.2 of PW, P&IWTD SR 2023-24) Wall plastering Head room
87.07
253
22053.9603
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 (P.No.46, Vol- 2 , I.No.8.2.2 of PW, P&IWTD SR 2023-24)External plastering - Ground floor
565.7
279
157830.3
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 (P.No.46, Vol- 2 , I.No.8.2.2 of PW, P&IWTD SR 2023-24)External plastering -First Floor
457.44
281
128902.0176
code138 - 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 (P.No.46, Vol- 2 , I.No.8.2.2 of PW, P&IWTD SR 2023-24)External plastering -Second floor
457.44
284
130187.424
code139 - 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 (P.No.46, Vol- 2 , I.No.8.2.2 of PW, P&IWTD SR 2023-24)External plastering -Third floor
457.44
287
131491.128
code140 - 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 (P.No.46, Vol- 2 , I.No.8.2.2 of PW, P&IWTD SR 2023-24)External plastering -Fourth floor
457.44
290
132803.9808
code141 - 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 (P.No.46, Vol- 2 , I.No.8.2.2 of PW, P&IWTD SR 2023-24)External plastering -Head room
251.5
293
73744.83
code142 - Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes 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/ m2 including grouting the joints with white cement and matching pigments etc., complete Size of Tile 600x600 mm (P.No.60, Vol- 2 , I.No.9.12.2 of PW, P&IWTD SR 2023-24) Ground floor
367.61
1145
420913.45
code143 - Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes 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/ m2 including grouting the joints with white cement and matching pigments etc., complete Size of Tile 600x600 mm (P.No.60, Vol- 2 , I.No.9.12.2 of PW, P&IWTD SR 2023-24)First floor
317.34
1156
366987.843
code144 - Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes 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/ m2 including grouting the joints with white cement and matching pigments etc., complete Size of Tile 600x600 mm (P.No.60, Vol- 2 , I.No.9.12.2 of PW, P&IWTD SR 2023-24) Second floor
317.34
1168
370656.2934
code145 - Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes 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/ m2 including grouting the joints with white cement and matching pigments etc., complete Size of Tile 600x600 mm (P.No.60, Vol- 2 , I.No.9.12.2 of PW, P&IWTD SR 2023-24) Third floor
317.34
1179
374365.998
code146 - Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes 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/ m2 including grouting the joints with white cement and matching pigments etc., complete Size of Tile 600x600 mm (P.No.60, Vol- 2 , I.No.9.12.2 of PW, P&IWTD SR 2023-24) Fourth floor
317.34
1191
378110.61
code147 - Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes 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/ m2 including grouting the joints with white cement and matching pigments etc., complete Size of Tile 600x600 mm (P.No.60, Vol- 2 , I.No.9.12.2 of PW, P&IWTD SR 2023-24) Terrace floor
3.76
1203
4524.8216
code148 - 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 directedby the Engineer-in-Charge : ** Flamed finish granite stone slab Black, Cat Eye, River Pink or equivalent.(P.No.63, Vol- 2 , I.No.9.23 of PW, P&IWTD SR 2023-24)
71.73
2466
176886.18
code149 - Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes 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/ m2 including grouting the joints with white cement and matching pigments etc., complete Size of Tile 600x600 mm
11.12
1145
12732.4
code150 - Providing and laying Polished Sadarahalli Grey 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 20 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 (P.No.64, I.No.9.31 of PW, P&IWTD SR 2023-24)(vol-2) Ground floor
100.77
2085
210105.45
code151 - roviding and laying Polished Sadarahalli Grey 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 20 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 (P.No.64, I.No.9.31 of PW, P&IWTD SR 2023-24)(vol-2) First floor
123.63
2105
260346.2355
code152 - roviding and laying Polished Sadarahalli Grey 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 20 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 (P.No.64, I.No.9.31 of PW, P&IWTD SR 2023-24)(vol-2)Second floor
123.63
2126
262948.647
code153 - roviding and laying Polished Sadarahalli Grey 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 20 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 (P.No.64, I.No.9.31 of PW, P&IWTD SR 2023-24)(vol-2)Third floor Same
123.63
2148
265577.0208
code154 - roviding and laying Polished Sadarahalli Grey 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 20 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 (P.No.64, I.No.9.31 of PW, P&IWTD SR 2023-24)(vol-2)Fourth floor
123.63
2169
268233.8295
code155 - 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/ m2 including pointing the joints with white cement and matching pigments etc., complete.(P.No.60, I.No.9.11-Vol-2 of PW, P&IWTD SR 2023-24) Flooring Ceramic Tiles - Ground floor
15.59
889
13859.51
code156 - 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/ m2 including pointing the joints with white cement and matching pigments etc., complete.(P.No.60, I.No.9.11-Vol-2 of PW, P&IWTD SR 2023-24) Flooring Ceramic Tiles -First floor
92.26
897
82840.254
code157 - 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/ m2 including pointing the joints with white cement and matching pigments etc., complete.(P.No.60, I.No.9.11-Vol-2 of PW, P&IWTD SR 2023-24) Flooring Ceramic Tiles - Second floor Same
92.26
906
83668.7488
code158 - 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/ m2 including pointing the joints with white cement and matching pigments etc., complete.(P.No.60, I.No.9.11-Vol-2 of PW, P&IWTD SR 2023-24) Flooring Ceramic Tiles -Third floor
92.26
915
84505.547
code159 - 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/ m2 including pointing the joints with white cement and matching pigments etc., complete.(P.No.60, I.No.9.11-Vol-2 of PW, P&IWTD SR 2023-24) Flooring Ceramic Tiles -Fourth floor
92.26
925
85350.6486
code160 - Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications.(P.No.65, I.No.9.39 of PW, P&IWTD SR 2023-24)(vol-2) Ground floor
123.24
1449
178574.76
code161 - Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications.(P.No.65, I.No.9.39 of PW, P&IWTD SR 2023-24)(vol-2) First floor
190.83
1463
279279.705
code162 - Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications.(P.No.65, I.No.9.39 of PW, P&IWTD SR 2023-24)(vol-2) Second floor
190.83
1478
282071.5479
code163 - Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications.(P.No.65, I.No.9.39 of PW, P&IWTD SR 2023-24)(vol-2)Third floor
190.83
1492
284892.0153
code164 - Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications.(P.No.65, I.No.9.39 of PW, P&IWTD SR 2023-24)(vol-2)Fourth floor
190.83
1507
287741.1072
code165 - 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.(P.No.105, I.No.12.51 of PW, P&IWTD SR 2023-24)(vol-2) Door Frame Fixing = Ground floor
10
1016
10160
code166 - 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.(P.No.105, I.No.12.51 of PW, P&IWTD SR 2023-24)(vol-2) Door Frame Fixing =First floor
16
1026
16418.56
code167 - 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.(P.No.105, I.No.12.51 of PW, P&IWTD SR 2023-24)(vol-2) Door Frame Fixing = Second floor
16
1036
16582.72
code168 - 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.(P.No.105, I.No.12.51 of PW, P&IWTD SR 2023-24)(vol-2) Door Frame Fixing =Third floor
16
1046
16748.48
code169 - 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.(P.No.105, I.No.12.51 of PW, P&IWTD SR 2023-24)(vol-2) Door Frame Fixing =Fourth floor
16
1057
16916
code170 - 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.(P.No.105, I.No.12.51 of PW, P&IWTD SR 2023-24)(vol-2) Door Frame Fixing =Head room
2
1067
2135.64
code171 - Providing White 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.(P.No.100, I.No.12.13.1 of PW, P&IWTD SR 2023-24)(vol-2) White Sal (125x150mm) - ground floor
1.71
98815
168973.65
code172 - Providing White 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.(P.No.100, I.No.12.13.1 of PW, P&IWTD SR 2023-24)(vol-2) White Sal (125x150mm) -First floor
1.85
99803
184635.8275
code173 - Providing White 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.(P.No.100, I.No.12.13.1 of PW, P&IWTD SR 2023-24)(vol-2) White Sal (125x150mm) -Second floor
1.85
100801
186482.183
code174 - Providing White 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.(P.No.100, I.No.12.13.1 of PW, P&IWTD SR 2023-24)(vol-2) White Sal (125x150mm) -Third floor
1.85
101809
188347.02
code175 - Providing White 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.(P.No.100, I.No.12.13.1 of PW, P&IWTD SR 2023-24)(vol-2) White Sal (125x150mm) -Fourth floor
1.85
102827
190230.505
code176 - Providing White 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.(P.No.100, I.No.12.13.1 of PW, P&IWTD SR 2023-24)(vol-2) White Sal (125x150mm) -Terrace floor
0.26
103855
27002.4482
code177 - roviding and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. ( excluding cost of fixtures )(P.No.100, I.No.12.15 of PW, P&IWTD SR 2023-24)(vol-2) MD
2.38
7444
17716.72
code178 - Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 ( part-I) 1991. from manufacturer complete as per spcification. 30 mm thick both side commercial (P.No.105, I.No.12.57.3-Vol-2 of PW, P&IWTD SR 2023-2024) 30 mm Shutter Door - Ground floor
28.46
3005
85522.3
code179 - Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 ( part-I) 1991. from manufacturer complete as per spcification. 30 mm thick both side commercial (P.No.105, I.No.12.57.3-Vol-2 of PW, P&IWTD SR 2023-2024) 30 mm Shutter Door -First floor
33.08
3035
100399.454
code180 - Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 ( part-I) 1991. from manufacturer complete as per spcification. 30 mm thick both side commercial (P.No.105, I.No.12.57.3-Vol-2 of PW, P&IWTD SR 2023-2024) 30 mm Shutter Door -Second floor
33.08
3065
101403.432
code181 - Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 ( part-I) 1991. from manufacturer complete as per spcification. 30 mm thick both side commercial (P.No.105, I.No.12.57.3-Vol-2 of PW, P&IWTD SR 2023-2024) 30 mm Shutter Door -Third floor
33.08
3096
102417.334
code182 - Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 ( part-I) 1991. from manufacturer complete as per spcification. 30 mm thick both side commercial (P.No.105, I.No.12.57.3-Vol-2 of PW, P&IWTD SR 2023-2024) 30 mm Shutter Door -Fourth floor
33.08
3127
103441.4908
code183 - Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 ( part-I) 1991. from manufacturer complete as per spcification. 30 mm thick both side commercial (P.No.105, I.No.12.57.3-Vol-2 of PW, P&IWTD SR 2023-2024) 30 mm Shutter Door -Terrace floor
5.78
3158
18254.8584
code184 - 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 crewed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) (P.No.110, I.No.12.93.2 -Vol-2 of PW, P&IWTD SR 2023-2024) wpc Door - Ground floor
9.9
764
7563.6
code185 - 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 crewed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) (P.No.110, I.No.12.93.2 -Vol-2 of PW, P&IWTD SR 2023-2024) wpc Door -First floor
123.75
771
95490.45
code186 - 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 crewed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) (P.No.110, I.No.12.93.2 -Vol-2 of PW, P&IWTD SR 2023-2024) wpc Door -Second floor
123.75
779
96435.9
code187 - 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 crewed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) (P.No.110, I.No.12.93.2 -Vol-2 of PW, P&IWTD SR 2023-2024) wpc Door -Third floor
123.75
786
97381.35
code188 - 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 crewed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) (P.No.110, I.No.12.93.2 -Vol-2 of PW, P&IWTD SR 2023-2024) wpc Door -Fourth floor
123.75
794
98326.8
code189 - 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 (maximumSl. No. Specification Unit RateKarnataka Public Works Department Volume-2KPWD VOL-2toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 30 mm thickness (P.No.112, I.No.12.94.1 -Vol-2 of PW, P&IWTD SR 2023-2024) wpc Door - Ground floor
3.15
3485
10977.75
code190 - 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 (maximumSl. No. Specification Unit RateKarnataka Public Works Department Volume-2KPWD VOL-2toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 30 mm thickness (P.No.112, I.No.12.94.1 -Vol-2 of PW, P&IWTD SR 2023-2024) wpc Door -First floor
39.38
3519
138611.693
code191 - 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 (maximumSl. No. Specification Unit RateKarnataka Public Works Department Volume-2KPWD VOL-2toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 30 mm thickness (P.No.112, I.No.12.94.1 -Vol-2 of PW, P&IWTD SR 2023-2024) wpc Door -Second floor
39.38
3555
139997.4752
code192 - 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 (maximumSl. No. Specification Unit RateKarnataka Public Works Department Volume-2KPWD VOL-2toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 30 mm thickness (P.No.112, I.No.12.94.1 -Vol-2 of PW, P&IWTD SR 2023-2024) wpc Door -Third floor
39.38
3590
141397.828
code193 - 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 (maximumSl. No. Specification Unit RateKarnataka Public Works Department Volume-2KPWD VOL-2toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 30 mm thickness (P.No.112, I.No.12.94.1 -Vol-2 of PW, P&IWTD SR 2023-2024) wpc Door -Fourth floor
39.38
3626
142811.57
code194 - Providing & fixing of 3-track x 2-panel sliding windows made out of multichambered UPVC(Matching to RAL-9016) sections and with minimumTiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) andlead free, gaskets -grey colour having isolated drainage and reinforced withGalvanized Iron profile through-out the window frame. The outer framehaving an overall size of 108mm width x 45mmheight with reinforcementof 1mm thickness and Sash with overall size of 39mm x 75mm with GIreinforcement of 2mm and mesh sash of size 37mm x 58mm. CoextrudedGlazing bead for fixing of glass shall be of size 20mm x 24 mm. Windowsshall be provided with 6mm plain float glass, standard hardware& Multipoint locking system with touch lock. Wall thickness of frame & sash shallbe of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (Thecost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)(P.No.110, I.No.12.90 of PW, P&IWTD SR 2023-24)(vol-2) UPVC Window - Ground floor
63.55
6734
427945.7
code195 - Providing & fixing of 3-track x 2-panel sliding windows made out of multichambered UPVC(Matching to RAL-9016) sections and with minimumTiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) andlead free, gaskets -grey colour having isolated drainage and reinforced withGalvanized Iron profile through-out the window frame. The outer framehaving an overall size of 108mm width x 45mmheight with reinforcementof 1mm thickness and Sash with overall size of 39mm x 75mm with GIreinforcement of 2mm and mesh sash of size 37mm x 58mm. CoextrudedGlazing bead for fixing of glass shall be of size 20mm x 24 mm. Windowsshall be provided with 6mm plain float glass, standard hardware& Multipoint locking system with touch lock. Wall thickness of frame & sash shallbe of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (Thecost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)(P.No.110, I.No.12.90 of PW, P&IWTD SR 2023-24)(vol-2) UPVC Window -First Floor
78.01
6801
530572.5334
code196 - Providing & fixing of 3-track x 2-panel sliding windows made out of multichambered UPVC(Matching to RAL-9016) sections and with minimumTiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) andlead free, gaskets -grey colour having isolated drainage and reinforced withGalvanized Iron profile through-out the window frame. The outer framehaving an overall size of 108mm width x 45mmheight with reinforcementof 1mm thickness and Sash with overall size of 39mm x 75mm with GIreinforcement of 2mm and mesh sash of size 37mm x 58mm. CoextrudedGlazing bead for fixing of glass shall be of size 20mm x 24 mm. Windowsshall be provided with 6mm plain float glass, standard hardware& Multipoint locking system with touch lock. Wall thickness of frame & sash shallbe of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (Thecost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)(P.No.110, I.No.12.90 of PW, P&IWTD SR 2023-24)(vol-2) UPVC Window -Second Floor
78.01
6869
535877.9935
code197 - Providing & fixing of 3-track x 2-panel sliding windows made out of multichambered UPVC(Matching to RAL-9016) sections and with minimumTiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) andlead free, gaskets -grey colour having isolated drainage and reinforced withGalvanized Iron profile through-out the window frame. The outer framehaving an overall size of 108mm width x 45mmheight with reinforcementof 1mm thickness and Sash with overall size of 39mm x 75mm with GIreinforcement of 2mm and mesh sash of size 37mm x 58mm. CoextrudedGlazing bead for fixing of glass shall be of size 20mm x 24 mm. Windowsshall be provided with 6mm plain float glass, standard hardware& Multipoint locking system with touch lock. Wall thickness of frame & sash shallbe of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (Thecost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)(P.No.110, I.No.12.90 of PW, P&IWTD SR 2023-24)(vol-2) UPVC Window -Third Floor
78.01
6938
541236.5004
code198 - Providing & fixing of 3-track x 2-panel sliding windows made out of multichambered UPVC(Matching to RAL-9016) sections and with minimumTiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) andlead free, gaskets -grey colour having isolated drainage and reinforced withGalvanized Iron profile through-out the window frame. The outer framehaving an overall size of 108mm width x 45mmheight with reinforcementof 1mm thickness and Sash with overall size of 39mm x 75mm with GIreinforcement of 2mm and mesh sash of size 37mm x 58mm. CoextrudedGlazing bead for fixing of glass shall be of size 20mm x 24 mm. Windowsshall be provided with 6mm plain float glass, standard hardware& Multipoint locking system with touch lock. Wall thickness of frame & sash shallbe of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (Thecost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)(P.No.110, I.No.12.90 of PW, P&IWTD SR 2023-24)(vol-2) UPVC Window -Fourth Floor
78.01
7007
546648.8342
code199 - Providing & fixing of 3-track x 2-panel sliding windows made out of multichambered UPVC(Matching to RAL-9016) sections and with minimumTiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) andlead free, gaskets -grey colour having isolated drainage and reinforced withGalvanized Iron profile through-out the window frame. The outer framehaving an overall size of 108mm width x 45mmheight with reinforcementof 1mm thickness and Sash with overall size of 39mm x 75mm with GIreinforcement of 2mm and mesh sash of size 37mm x 58mm. CoextrudedGlazing bead for fixing of glass shall be of size 20mm x 24 mm. Windowsshall be provided with 6mm plain float glass, standard hardware& Multipoint locking system with touch lock. Wall thickness of frame & sash shallbe of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (Thecost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)(P.No.110, I.No.12.90 of PW, P&IWTD SR 2023-24)(vol-2) UPVC Window -Terrace Floor
4.3
7077
30433.25
code200 - Providing and fixing M.S grills of required pattern in frames of windows etc . With M.S . Flat ,square or round bars etc . Including priming coat with approved steel primer all complete . Fixed to steel window by welding.
9380.81
168
1575976.08
code201 - Providing and fixing fixtures for Door incluidng screws etc., complete as per specification and as per the directions by the Engineer in charge.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 (P.No.105, Vol-2, I.No.12.60 of PW, P&IWTD SR 2023-24) Main Door Lock Ground floor
10
1052
10520
code202 - Providing and fixing fixtures for Door incluidng screws etc., complete as per specification and as per the directions by the Engineer in charge.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 (P.No.105, Vol-2, I.No.12.60 of PW, P&IWTD SR 2023-24) Main Door Lock First floor
16
1062
17000.32
code203 - Providing and fixing fixtures for Door incluidng screws etc., complete as per specification and as per the directions by the Engineer in charge.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 (P.No.105, Vol-2, I.No.12.60 of PW, P&IWTD SR 2023-24) Main Door Lock Second floor
16
1073
17170.24
code204 - Providing and fixing fixtures for Door incluidng screws etc., complete as per specification and as per the directions by the Engineer in charge.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 (P.No.105, Vol-2, I.No.12.60 of PW, P&IWTD SR 2023-24) Main Door Lock -Third floor
16
1083
17341.92
code205 - Providing and fixing fixtures for Door incluidng screws etc., complete as per specification and as per the directions by the Engineer in charge.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 (P.No.105, Vol-2, I.No.12.60 of PW, P&IWTD SR 2023-24) Main Door Lock -Fourth floor
16
1094
17515.2
code206 - Providing and fixing fixtures for Door incluidng screws etc., complete as per specification and as per the directions by the Engineer in charge.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 (P.No.105, Vol-2, I.No.12.60 of PW, P&IWTD SR 2023-24) Main Door Lock terrace
2
1105
2211.28
code207 - Providing and fixing bright finished brasstower bolts (barrel type) with necessary screws etc. complete : 250 x 10mm (P.No.107, Vol-2, I.No.12.76.1 of PW, P&IWTD SR 2023-24) Tower Bolt 300mm long ( 3 bolts/ door) Ground floor
30
435
13050
code208 - Providing and fixing bright finished brasstower bolts (barrel type) with necessary screws etc. complete : 250 x 10mm (P.No.107, Vol-2, I.No.12.76.1 of PW, P&IWTD SR 2023-24) Tower Bolt 300mm long ( 3 bolts/ door) First floor
48
439
21088.8
code209 - Providing and fixing bright finished brasstower bolts (barrel type) with necessary screws etc. complete : 250 x 10mm (P.No.107, Vol-2, I.No.12.76.1 of PW, P&IWTD SR 2023-24) Tower Bolt 300mm long ( 3 bolts/ door) Second floor
48
443
21299.52
code210 - Providing and fixing bright finished brasstower bolts (barrel type) with necessary screws etc. complete : 250 x 10mm (P.No.107, Vol-2, I.No.12.76.1 of PW, P&IWTD SR 2023-24) Tower Bolt 300mm long ( 3 bolts/ door) Third floor
48
448
21512.16
code211 - Providing and fixing bright finished brasstower bolts (barrel type) with necessary screws etc. complete : 250 x 10mm (P.No.107, Vol-2, I.No.12.76.1 of PW, P&IWTD SR 2023-24) Tower Bolt 300mm long ( 3 bolts/ door) Fourth floor
48
452
21727.2
code212 - Providing and fixing bright finished brasstower bolts (barrel type) with necessary screws etc. complete : 250 x 10mm (P.No.107, Vol-2, I.No.12.76.1 of PW, P&IWTD SR 2023-24) Tower Bolt 300mm long ( 3 bolts/ door) terrace
6
457
2743.02
code213 - Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete (P.No.200, Vol-2, I.No.20.28 of PW, P&IWTD SR 2023-24) Door Stopper/magnetic catch (1 /Door) Ground floor
10
236
2360
code214 - Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete (P.No.200, Vol-2, I.No.20.28 of PW, P&IWTD SR 2023-24) Door Stopper/magnetic catch (1 /Door) First floor
16
238
3813.76
code215 - Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete (P.No.200, Vol-2, I.No.20.28 of PW, P&IWTD SR 2023-24) Door Stopper/magnetic catch (1 /Door) Second floor
16
240
3851.84
code216 - Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete (P.No.200, Vol-2, I.No.20.28 of PW, P&IWTD SR 2023-24) Door Stopper/magnetic catch (1 /Door) Third floor
16
243
3890.24
code217 - Providing and fixing 150 mm bright finish cushion, necessary brass screws etc. to suit shutter thickness complete (P.No.200, Vol-2, I.No.20.28 of PW, P&IWTD SR 2023-24) Door Stopper/magnetic catch (1 /Door) Fourth floor
16
245
3929.12
code218 - Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete (P.No.200, Vol-2, I.No.20.28 of PW, P&IWTD SR 2023-24) Door Stopper/magnetic catch (1 /Door) terrace
2
248
496.04
code219 - Providing and fixing bright finished brass handles with screws etc. complete: Brass handles 125mm with plate 175x32 mm (P.No.108, Vol-2, I.No.12.79.1 of PW, P&IWTD SR 2023-24) 15 cm Handle (2 Handle/Door) Ground floor
20
249
4980
code220 - Providing and fixing bright finished brass handles with screws etc. complete: Brass handles 125mm with plate 175x32 mm (P.No.108, Vol-2, I.No.12.79.1 of PW, P&IWTD SR 2023-24) 15 cm Handle (2 Handle/Door) First floor
32
251
8048
code221 - Providing and fixing bright finished brass handles with screws etc. complete: Brass handles 125mm with plate 175x32 mm (P.No.108, Vol-2, I.No.12.79.1 of PW, P&IWTD SR 2023-24) 15 cm Handle (2 Handle/Door) Second floor
32
254
8128.32
code222 - Providing and fixing bright finished brass handles with screws etc. complete: Brass handles 125mm with plate 175x32 mm (P.No.108, Vol-2, I.No.12.79.1 of PW, P&IWTD SR 2023-24) 15 cm Handle (2 Handle/Door) Third floor
32
256
8209.6
code223 - Providing and fixing bright finished brass handles with screws etc. complete: Brass handles 125mm with plate 175x32 mm (P.No.108, Vol-2, I.No.12.79.1 of PW, P&IWTD SR 2023-24) 15 cm Handle (2 Handle/Door) Fourth floor
32
259
8291.52
code224 - Providing and fixing bright finished brass handles with screws etc. complete: Brass handles 125mm with plate 175x32 mm (P.No.108, Vol-2, I.No.12.79.1 of PW, P&IWTD SR 2023-24) 15 cm Handle (2 Handle/Door) terrace
4
261
1046.44
code225 - Providing and fixing bright finished brass butt hinges with necessary screws etc.: complete125x85x5.5 mm (heavy type) : (P.No.107, Vol-2, I.No.12.75.1 of PW, P&IWTD SR 2023-24) 125 mm Hinges (4 Hinges/Door) Ground floor
44
275
12100
code226 - Providing and fixing bright finished brass butt hinges with necessary screws etc.: complete125x85x5.5 mm (heavy type) : (P.No.107, Vol-2, I.No.12.75.1 of PW, P&IWTD SR 2023-24) 125 mm Hinges (4 Hinges/Door) First floor
64
277
17776
code227 - Providing and fixing bright finished brass butt hinges with necessary screws etc.: complete125x85x5.5 mm (heavy type) : (P.No.107, Vol-2, I.No.12.75.1 of PW, P&IWTD SR 2023-24) 125 mm Hinges (4 Hinges/Door) Second floor
64
280
17953.92
code228 - Providing and fixing bright finished brass butt hinges with necessary screws etc.: complete125x85x5.5 mm (heavy type) : (P.No.107, Vol-2, I.No.12.75.1 of PW, P&IWTD SR 2023-24) 125 mm Hinges (4 Hinges/Door)Third floor
64
283
18133.12
code229 - Providing and fixing bright finished brass butt hinges with necessary screws etc.: complete125x85x5.5 mm (heavy type) : (P.No.107, Vol-2, I.No.12.75.1 of PW, P&IWTD SR 2023-24) 125 mm Hinges (4 Hinges/Door) Fourth floor
64
286
18314.24
code230 - Providing and fixing bright finished brass butt hinges with necessary screws etc.: complete125x85x5.5 mm (heavy type) : (P.No.107, Vol-2, I.No.12.75.1 of PW, P&IWTD SR 2023-24) 125 mm Hinges (4 Hinges/Door) terrace
8
261
2092.88
code231 - Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(P.No.85, I.No.11.28 of PW, P&IWTD SR 2023-24)(vol-2)SS Hand railing (15 kg/sqm) - Ground floor
462.5
565
261312.5
code232 - Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(P.No.85, I.No.11.28 of PW, P&IWTD SR 2023-24)(vol-2)SS Hand railing (15 kg/sqm) -First floor
187.5
570
106996.875
code233 - Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(P.No.85, I.No.11.28 of PW, P&IWTD SR 2023-24)(vol-2)SS Hand railing (15 kg/sqm) -Second floor
187.5
576
108067.5
code234 - Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(P.No.85, I.No.11.28 of PW, P&IWTD SR 2023-24)(vol-2)SS Hand railing (15 kg/sqm) -Third floor
187.5
582
109147.5
code235 - Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(P.No.85, I.No.11.28 of PW, P&IWTD SR 2023-24)(vol-2)SS Hand railing (15 kg/sqm) -Fourth floor
187.5
587
110238.75
code236 - 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 perspecifications and as per directions of Engineer-in-charge.(P.No.41, I.No.8.2.2 of PW, P&IWTD SR 2023-24)(vol-2)Rough plastering - Ground Floor
87.19
279
24326.01
code237 - 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 perspecifications and as per directions of Engineer-in-charge.(P.No.41, I.No.8.2.2 of PW, P&IWTD SR 2023-24)(vol-2)Rough plastering - First floor
224.11
281
63151.9569
code238 - 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 perspecifications and as per directions of Engineer-in-charge.(P.No.41, I.No.8.2.2 of PW, P&IWTD SR 2023-24)(vol-2)Rough plastering - Second floor
224.11
284
63781.706
code239 - 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 perspecifications and as per directions of Engineer-in-charge.(P.No.41, I.No.8.2.2 of PW, P&IWTD SR 2023-24)(vol-2)Rough plastering - Third floor
224.11
287
64420.4195
code240 - 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 perspecifications and as per directions of Engineer-in-charge.(P.No.41, I.No.8.2.2 of PW, P&IWTD SR 2023-24)(vol-2)Rough plastering - Fourth floor
224.11
290
65063.6152
code241 - 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.(P.No.50, I.No.8.51 of PW, P&IWTD SR 2023-24)(vol-2) Ground floor
1591
100
159100
code242 - 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.(P.No.50, I.No.8.51 of PW, P&IWTD SR 2023-24)(vol-2) First floor
1616.05
101
163221.05
code243 - 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.(P.No.50, I.No.8.51 of PW, P&IWTD SR 2023-24)(vol-2) Second floor
1616.05
102
164853.2605
code244 - 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.(P.No.50, I.No.8.51 of PW, P&IWTD SR 2023-24)(vol-2) Third floor
1616.05
103
166501.6315
code245 - 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.(P.No.50, I.No.8.51 of PW, P&IWTD SR 2023-24)(vol-2) Fourth floor
1616.05
104
168166.163
code246 - 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.(P.No.50, I.No.8.51 of PW, P&IWTD SR 2023-24)(vol-2) Head room
136.77
105
14374.527
code247 - Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge (P.No.46, I.No.8.32 Vol-2 of PW, P&IWTD SR 2023-24) Ground floor
1591
156
248196
code248 - Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge (P.No.46, I.No.8.32 Vol-2 of PW, P&IWTD SR 2023-24) First floor
1616.05
157
254624.838
code249 - Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge (P.No.46, I.No.8.32 Vol-2 of PW, P&IWTD SR 2023-24) Second floor
1616.05
159
257162.0365
code250 - Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge (P.No.46, I.No.8.32 Vol-2 of PW, P&IWTD SR 2023-24) Third floor
1616.05
160
259731.556
code251 - Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge (P.No.46, I.No.8.32 Vol-2 of PW, P&IWTD SR 2023-24) Fourth floor
1616.05
162
262333.3965
code252 - Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge (P.No.46, I.No.8.32 Vol-2 of PW, P&IWTD SR 2023-24) Head room
136.77
163
22424.8092
code253 - 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.(P.No.45, I.No.8.27 of PW, P&IWTD SR 2023-24)(vol-2) Ground floor
565.7
53
29982.1
code254 - 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.(P.No.45, I.No.8.27 of PW, P&IWTD SR 2023-24)(vol-2) First floor
457.44
53
24486.7632
code255 - 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.(P.No.45, I.No.8.27 of PW, P&IWTD SR 2023-24)(vol-2) Second floor
457.44
54
24729.2064
code256 - 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.(P.No.45, I.No.8.27 of PW, P&IWTD SR 2023-24)(vol-2) Third floor
457.44
54
24976.224
code257 - 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.(P.No.45, I.No.8.27 of PW, P&IWTD SR 2023-24)(vol-2) Fourth floor
457.44
55
25227.816
code258 - 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.(P.No.45, I.No.8.27 of PW, P&IWTD SR 2023-24)(vol-2)Head room + Parapet
251.5
55
14008.55
code259 - Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(P.No.48, I.No.8.39 of PW, P&IWTD SR 2023-24)(vol-2) Ground floor
565.7
127
71843.9
code260 - Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(P.No.48, I.No.8.39 of PW, P&IWTD SR 2023-24)(vol-2) First floor
457.44
128
58675.8288
code261 - Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(P.No.48, I.No.8.39 of PW, P&IWTD SR 2023-24)(vol-2) Second floor
457.44
129
59261.352
code262 - Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(P.No.48, I.No.8.39 of PW, P&IWTD SR 2023-24)(vol-2) Third floor
457.44
130
59851.4496
code263 - Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(P.No.48, I.No.8.39 of PW, P&IWTD SR 2023-24)(vol-2) Fourth floor
457.44
132
60455.2704
code264 - Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(P.No.48, I.No.8.39 of PW, P&IWTD SR 2023-24)(vol-2)Head room + Parapet
251.5
133
33567.705
code265 - 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. (P.No.48, I.No.8.40 of PW, P&IWTD SR 2023-24)(vol-2)
416.96
115
47950.4
code266 - 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.(P.No.48, I.No.8.40 of PW, P&IWTD SR 2023-24)(vol-2) Ground floor
37.26
115
4284.9
code267 - 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.(P.No.48, I.No.8.40 of PW, P&IWTD SR 2023-24)(vol-2)First floor
37.8
116
4390.47
code268 - 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.(P.No.48, I.No.8.40 of PW, P&IWTD SR 2023-24)(vol-2)Second floor
37.8
117
4434.318
code269 - 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.(P.No.48, I.No.8.40 of PW, P&IWTD SR 2023-24)(vol-2)Third floor
37.8
118
4478.544
code270 - 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.(P.No.48, I.No.8.40 of PW, P&IWTD SR 2023-24)(vol-2)Fourth floor
37.8
119
4523.148
code271 - 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.(P.No.48, I.No.8.40 of PW, P&IWTD SR 2023-24)(vol-2)Head room
6.12
120
739.6632
code272 - 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 @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surfacepreparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification.(P.No.149, I.No.15.1-Vol-2 of PW, P&IWTD SR 2023-24)Terrace Area
600
817
490200
code273 - Providing and Applying CFTRI approved two component flexible polymer modified acrylic cementitious waterproofing coating with a mix ratio of (5 Liquid :7 Powder) to the RCC surface like Roof, bathroom, toilet, balcony & utility area applied @ 2.2kg/m2 in 2 coats to achieve 1.2mm DFT, having Elongation at break Greater than120% as per ASTM D 412, Tensile strength Greater than1N mm2 as per ASTM D 412, Adhesion strength: 0.80N/mm2 as per ASTM D 4541, crack bridging upto 2mm as per ASTM C 836. The finished cost to include surface preparation, making coving of 50 mm X 50mm at all right angles of wall Junction with Polymer Repair Mortar and lay 45 gsm glass fibre mesh over the angle fillet when the first coat in still wet, treatment of cracks completely as per specification.(P.No.152, I.No.15.11-Vol-2 of PW, P&IWTD SR 2023-24)
438.7
525
230317.5
code274 - Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thickcompacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.(P.NO.63,l.NO.9.27 , vol -2 OF PW&IWTD SR 2023-24)Portico Entrance
41.41
800
33128
code275 - Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401, For Grading -V Material for paver base (P.NO.19,I.NO. 4.2-401-B, Vol-3 OF PW,P&IWTD SR (2023-24) Portico Entrance
9.18
2359
21655.62
code276 - providing & laying cement concrete flooring 40 mm thick with 20mm nominal size stone aggregate using 1:2:4 finished with a floating coat of neat cement,including cement slurry complete (P.NO.57,I.NO. 9.1, Vol-2 OF PW,P&IWTD SR (2023-24) Flagging concrete
97.5
451
43972.5
code277 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of 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. Sill Concrete Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (P.NO.16,I.NO. 2.4.1, Vol-2 OF PW,P&IWTD SR (2023-24)
3.39
6404
21709.56
code278 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (P.NO.16,I.NO. 2.4.2, Vol-2 OF PW,P&IWTD SR (2023-24)
2.29
6323
14479.67
code279 - providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 200mm wide(P.NO.44,I.NO. 8.16.3, Vol-2 OF PW,P&IWTD SR (2023-24) Ground floor
850
44
37400
code280 - providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 200mm wide(P.NO.44,I.NO. 8.16.3, Vol-2 OF PW,P&IWTD SR (2023-24) first floor
1300
44
57772
code281 - providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 200mm wide(P.NO.44,I.NO. 8.16.3, Vol-2 OF PW,P&IWTD SR (2023-24) Second floor
1300
45
59072
code282 - providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 200mm wide(P.NO.44,I.NO. 8.16.3, Vol-2 OF PW,P&IWTD SR (2023-24) Third floor
1300
45
59657
code283 - providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 200mm wide(P.NO.44,I.NO. 8.16.3, Vol-2 OF PW,P&IWTD SR (2023-24) Fourth floor
1300
46
60255
code284 - 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. (P.No.77, I.No.11.5.1 of PW, P&IWTD SR 2023-24)(vol-2) duct door Ground floor
2.52
4478
11284.56
code285 - 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. (P.No.77, I.No.11.5.1 of PW, P&IWTD SR 2023-24)(vol-2) duct door First floor
2.52
4522
11397.4056
code286 - 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. (P.No.77, I.No.11.5.1 of PW, P&IWTD SR 2023-24)(vol-2) duct door Second floor
2.52
4568
11511.36
code287 - 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. (P.No.77, I.No.11.5.1 of PW, P&IWTD SR 2023-24)(vol-2) duct door Third floor
2.52
4613
11626.4736
code288 - 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. (P.No.77, I.No.11.5.1 of PW, P&IWTD SR 2023-24)(vol-2) duct door Fourth floor
2.52
4659
11742.7464
code289 - Providing & Fixing of Integral Densified Tegular/Butt edged Eco Friendly Lightweight Calcium Silicate Suspended Ceiling System in Module Size of 600x600x15mm with Exposed GI Plain T24 Grid for Offices, Hos- pitals, Institutions, Airports, Banking Sector, Auditoriums, Community halls, laboratories, Factories and All buildings in high humidity or coastal Areas. The Eco Friendly Lightweight Calcium Silicate Ceiling tiles shall be made from Non Cementitious Hydrated Calcium Silicate Slurry/ Mixture, Reinforced recycled material with fibers and natural fillers. Free from Formaldehyde and other harmful materials. Doesn't contain any toxic ingredients.The Tiles should have Humidity Resistance (RH) of 100%, Water Resistance, Non Combustible: as per BS:476 Part-4, Fire Performance: as per BS:476 Part-6 for Fire Propagation, as per BS:476 Part-7 for Surface Spread of Flame, As per UK standards Fire Performace A1-S1-d0, Thermal Conductivity K= 0.048 to 0.050 w/m K as per ECBC code 2007, NRC (Noise Reductions Coefficient) 0.5 to 0.75 (Semi Perforated & Fully Perforated Tiles) as per IS 8225:1987, Sound Attenuation (STA) 30-32dB,Thickness of tile should be 15mm thick with 450 kg/m3 density all around on edge resting portion with Integral Densified edge and 10mm thick with 350 kg/m3 density in the center of the body, Light Reflectance Greater than 85%, Weight of material is 5-5.5 kg/m2 and Suitable for Green Building application with InOrganic Recycled content of 46- 50% out of which 18-20% should be FLYASH and meets the GRIHA & SVAGRIHA norms under the categories: GRIHA V.2015 criterion:11&12, GRIHA V.3 criterion: 17&29 and SVAGRIHA criterion:12 The tiles Shall be laid on 24mm Wide T-Sections Flanges colour white having rotary stitching on all T sections i.e. the Main runner with a web height of 38mm and 1200mm & 600mm Cross Tees with a web height of 32mm having thickness of 0.33mm and Wall angle of 24*24mm with0.4 mm thickness , having load carrying capacity of 15 kg/m2. The T sections should have Galvanizing of 120 grams per m2 and need to be installed with Suspension system P.NO-33 ,I.NO-7.54,VOL-2. SR-23.24 Falsceiling for wc & bath
414.55
1887
782255.85
code290 - For Cloth washing Flatform Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications (P.No.17, I.No 6.34 (Vol-1) of PW, P&IWTD SR 2023-24) lifting charges 1%
9
1160
10442.79
code291 - 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 perspecifications and as per directions of Engineer-in-charge.(P.No.41, I.No.8.2.2 of PW, P&IWTD SR 2023-24)(vol-2)washing Flatform lifting charges 1%
18
291
5243.94
code292 - Providing and laying flooring with burnt stone slabs 10 cms thick rough chistle dressed on cement mortar bed 1:6, 25 mm thick, and pointed with cement mortar 1:3, , including cost of materials, mortar, labour, curing complete as per specifications. (P.No.63, I.No. 9.27 (Vol-2) of PW, P&IWTD SR 2023-24)
4.05
2388
9671.4
code293 - For portico steps Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, Vol- 2 , I.No.6.33 of PW, P&IWTD SR 2023-24)
37.22
1231
45817.82
code294 - 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 (P.No.46, Vol- 2 , I.No.8.2.2 of PW, P&IWTD SR 2023-24)
20.6
279
5747.4
code295 - 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. (P.No.23, Vol- 2 , I.No.7.18 of PW, P&IWTD SR 2023-24) For ramp
8.37
2017
16882.29
code296 - 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 perspecifications and as per directions of Engineer-in-charge.(P.No.41, I.No.8.2.2 of PW, P&IWTD SR 2023-24)(vol-2)
18.72
279
5222.88
code297 - providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications
13.67
5328
72833.76
code298 - 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.(P.No.77, I.No.11.5.1 of PW, P&IWTD SR 2023-24)(vol-2)terrace protection door
2.1
4706
9882.789
code299 - internal electrical Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulatedcopper wire ( confirming to IS-694: and latest amendments) witha 6A flush type SP control switch shall be fixed on the existingplastic sheet/ gang box, the other end of the wires shall beterminated with sufficient loose length in a wood/PVC roundblock. complete for each outlet.Short Point up to 3 mtrs (P. No. 5, Sl. No. 2.1.1, Vol-6, Part-III of PWD Ele SR 2023-24)
184
285
52440
code300 - internal electrical Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulatedcopper wire ( confirming to IS-694: and latest amendments) witha 6A flush type SP control switch shall be fixed on the existingplastic sheet/ gang box, the other end of the wires shall beterminated with sufficient loose length in a wood/PVC roundblock. complete for each outlet.Short Point up to 3 mtrs Medium Point above 3mtrs up to 6 Mtrs. (P. No. 5, Sl. No. 2.1.2, Vol-6, Part-III of PWD Ele SR 2023-24)
192
394
75648
code301 - internal electrical Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulatedcopper wire ( confirming to IS-694: and latest amendments) witha 6A flush type SP control switch shall be fixed on the existingplastic sheet/ gang box, the other end of the wires shall beterminated with sufficient loose length in a wood/PVC roundblock. complete for each outlet.Short Point up to 3 mtrs long Point above 6mtrs up to 10 Mtrs.(P. No. 5, Sl. No. 2.1.3, Vol-6, Part-III of PWD Ele SR 2023-24)
80
570
45600
code302 - Powder coated metal box Supplying and flush mounting powder coated / galvanizedmetal box suitable for mounting modular switch plates. The boxshould be firmly flush mounted after due groove cutting in Brick / Stone / C.C wall 3 Way (P. No. 8, Sl. No. 3.4.2, Vol-6, Part-III of PWD Ele SR 2023-24)
185
159
29415
code303 - Powder coated metal box Supplying and flush mounting powder coated / galvanizedmetal box suitable for mounting modular switch plates. The boxshould be firmly flush mounted after due groove cutting in Brick / Stone / C.C wall 4-5 Way (P. No. 8, Sl. No. 3.4.3, Vol-6, Part-III of PWD Ele SR 2023-24)
60
177
10620
code304 - Powder coated metal box Supplying and flush mounting powder coated / galvanizedmetal box suitable for mounting modular switch plates. The boxshould be firmly flush mounted after due groove cutting in Brick / Stone / C.C wall 6Way (P. No. 8, Sl. No. 3.4.4, Vol-6, Part-III of PWD Ele SR 2023-24)
215
220
47300
code305 - Powder coated metal box Supplying and flush mounting powder coated / galvanizedmetal box suitable for mounting modular switch plates. The boxshould be firmly flush mounted after due groove cutting in Brick / Stone / C.C wall 8Way (P. No. 8, Sl. No. 3.4.5, Vol-6, Part-III of PWD Ele SR 2023-24)
15
261
3915
code306 - Powder coated metal box Supplying and flush mounting powder coated / galvanizedmetal box suitable for mounting modular switch plates. The boxshould be firmly flush mounted after due groove cutting in Brick / Stone / C.C wall 10-12Way (P. No. 8, Sl. No. 3.4.6, Vol-6, Part-III of PWD Ele SR 2023-24)
8
319
2552
code307 - Modular switch mounting polycarbonate plateSupplying 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.(P. No. 8, Sl. No. 3.5.2, Vol-6, Part-III of PWD Ele SR 2023-24) 3 Module
185
161
29785
code308 - Modular switch mounting polycarbonate plateSupplying 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 4-5 Module (P. No. 8, Sl. No. 3.5.3, Vol-6, Part-III of PWD Ele SR 2023-24)
60
175
10500
code309 - Modular switch mounting polycarbonate plateSupplying 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 box6 Module (P. No. 8, Sl. No. 3.5.4, Vol-6, Part-III of PWD Ele SR 2023-24)
215
234
50310
code310 - Modular switch mounting polycarbonate plateSupplying 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 8 Module (P. No. 8, Sl. No. 3.5.5, Vol-6, Part-III of PWD Ele SR 2023-24)
15
284
4260
code311 - Modular switch mounting polycarbonate plateSupplying 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 box10-12 Module(P. No. 8, Sl. No. 3.5.6, Vol-6, Part-III of PWD Ele SR 2023-24)
4
344
1376
code312 - Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A one way switch (P. No. 9, Sl. No. 3.6.1, Vol-6, Part-III of PWD Ele SR 2023-24)
827
102
84354
code313 - Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A two way switch (P. No. 9, Sl. No. 3.6.2, Vol-6, Part-III of PWD Ele SR 2023-24)
58
166
9628
code314 - Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A 3/5way socket (P. No. 9, Sl. No. 3.6.3, Vol-6, Part-III of PWD Ele SR 2023-24)
228
171
38988
code315 - Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. stepped fan regulator two module (P. No. 9, Sl. No. 3.6.4, Vol-6, Part-III of PWD Ele SR 2023-24)
129
357
46053
code316 - Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.TV/Telephone SOCKET (P. No. 9, Sl. No. 3.6.11, Vol-6, Part-III of PWD Ele SR 2023-24)
4
156
624
code317 - Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.6/16A Universal socket (Geser point, pantry) (P. No. 9, Sl. No. 3.6.10, Vol-6, Part-III of PWD Ele SR 2023-24)
19
236
4484
code318 - Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 129316 A Switch with indicator (P. No. 9, Sl. No. 3.6.7, Vol-6, Part-III of PWD Ele SR 2023-24)
5
180
900
code319 - Supplying heavy gauge PVC conduit pipe ....... dia ....... mmthick confirming to IS 2509 with suitable size bends, junctionboxes, adhesive paste etc , and fixing using inverted woodplugs in case of RCC ceiling and RCC wall/ stone structure orrawl plugs in case of brick walls and cement plastering thedamaged portion using heavy gauge saddles at an interval of700mm using NF screws.20 mm dia 2 mm thick lighting (P. No. 2, Sl. No. 1.1.1, Vol-6, Part-III of PWD Ele SR 2023-24)
1425
69
98325
code320 - supplying heavy gauge PVC conduit pipe ....... dia ....... mmthick confirming to IS 2509 with suitable size bends, junctionboxes, adhesive paste etc , and fixing using inverted woodplugs in case of RCC ceiling and RCC wall/ stone structure orrawl plugs in case of brick walls and cement plastering thedamaged portion using heavy gauge saddles at an interval of700mm using NF screws. 25 mm dia 2 mm thick power and A/c.(P. No. 2, Sl. No. 1.1.2, Vol-6, Part-III of PWD Ele SR 2023-24)
1222
81
98982
code321 - Wiring for lighting/power circuit using one of FRLS PVCinsulated 1100V grade, multistrand copper wire with lowconductor resistance single core in open or concealed system ofwiring with specified IS-694:confirming to latest amendments.1.5 sqmm (P. No. 5, Sl. No. 2.3.2, Vol-6, Part-III of PWD Ele SR 2023-24)
11820
26
307320
code322 - Wiring for lighting/power circuit using one of FRLS PVCinsulated 1100V grade, multistrand copper wire with lowconductor resistance single core in open or concealed system ofwiring with specified IS-694:confirming to latest amendments. 2.5 sqmm (Ltg Ckts) (P. No. 5, Sl. No. 2.3.3, Vol-6, Part-III of PWD Ele SR 2023-24)
4282
42
179844
code323 - Wiring for lighting/power circuit using one of FRLS PVCinsulated 1100V grade, multistrand copper wire with lowconductor resistance single core in open or concealed system ofwiring with specified IS-694:confirming to latest amendments. 4.0 sqmm (Power Ckts )(P. No. 5, Sl. No. 2.3.4, Vol-6, Part-III of PWD Ele SR 2023-24)
1340
63
84420
code324 - Wiring for lighting/power circuit using one of FRLS PVCinsulated 1100V grade, multistrand copper wire with lowconductor resistance single core in open or concealed system ofwiring with specified IS-694:confirming to latest amendments. 6.0 sqmm (Power Ckts )(P. No. 5, Sl. No. 2.3.5, Vol-6, Part-III of PWD Ele SR 2023-24)
332
92
30544
code325 - MCB DB:Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clA, bolts,nuts etc., with provision for fixing suitable type capacityMCB's single phase/3 phase/single door with powder coatedpainting Made out of 14 SWG MS enclosure.Double Door - 8 Way TP & N (P. No. 18, Sl. No. 5.19.13, Vol-6, Part-III of PWD Ele SR 2023-24)
8
6091
48728
code326 - Supplying & fixing miniature circuit breakers on existingMCB distribution boards using necessary fixing materialsand 'C' Type curve, indicator ON/OFF, energy cross-3 withShort circuit breaking capacity of 10K and complete wiring asrequired confirming to IEC 60898.6-32A SP MCB (P. No. 17, Sl. No. 5.18.1, Vol-6, Part-III of PWD Ele SR 2023-24)
76
415
31540
code327 - Supplying & fixing miniature circuit breakers on existingMCB distribution boards using necessary fixing materialsand 'C' Type curve, indicator ON/OFF, energy cross-3 withShort circuit breaking capacity of 10K and complete wiring asrequired confirming to IEC 60898.40A TPN MCB (P. No. 17, Sl. No. 5.18.8, Vol-6, Part-III of PWD Ele SR 2023-24)
6
3044
18264
code328 - Supplying & fixing miniature circuit breakers on existingMCB distribution boards using necessary fixing materialsand 'C' Type curve, indicator ON/OFF, energy cross-3 withShort circuit breaking capacity of 10K and complete wiring asrequired confirming to IEC 6089863A TPN MCB (P. No. 17, Sl. No. 5.18.8, Vol-6, Part-III of PWD Ele SR 2023-24)
2
3088
6176
code329 - Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board.4 pole 32-40A ELCB/RCCB (P. No. 18, Sl. No. 5.20.8, Vol-6, Part-III of PWD Ele SR 2023-24)
7
5147
36029
code330 - Supplying & fixing of retrofit type - LED bulb ...... W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI greater than 70%. efficacy greater than 80 lumen per W, life greater 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 PFgreater 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. Theoperating 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.8-9W, 6500K (P. No. 47, Sl. No. 11.11.4, Vol-6, Part-III of PWD Ele SR 2023-24)
21
154
3234
code331 - 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 than 0.9 a long with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition.LED light fitting 1 x 4' - 20/22 W (P. No. 43, Sl. No. 11.3.2, Vol-6, Part-III of PWD Ele SR 2023-24)
330
690
227700
code332 - Supplying and fixing of round or oblong type bulk head fitting glass cover (P. No. 53, Sl. No. 12.53, Vol-6, Part-III of PWD Ele SR 2023-24)
40
70
2800
code333 - EXHAUST FANS Supplying exhaust fan of 1440 RPM of 300 mm (12") size with
bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply (P. No. 30, Sl. No. 6.1, Vol-6, Part-III of PWD Ele SR 2023-24)
20
1492
29840
code334 - Supply of 11440 rpm heavy duty exhaust fan with bracket blades For a operation on 230 V , 50 Cycles.15" sweep ( 450 mm ) including pantry room (P. No. 30, Sl. No. 6.2.2, Vol-6, Part-III of PWD Ele SR 2023-24)
4
4446
17784
code335 - Common area - Hostel block panel boardMAIN METER PANEL : Supply, Installation, Testing and Commissioning of METER PANEL . 16 GAUGE CRCA SHEET panels including the cost of pedestals required to fix the panels shall be generally as per the SLD and specification. Fabrication suppling and mountuing MS box, made out SWG suitable floor / wall mounting , fully weather proof with privision for better heat disspation , provided with hinged front cover, equipped with temper proof locking arrangements , with suitable size clamps with necessary cable entey pipe with gland and box should be finsihed with 7 tanks treatment with powder coated paint and finllay finished with approved colour etc,.. complete.16 SWG (P. No. 20, Sl. No. 5.42.2, Vol-6, Part-III of PWD Ele SR 2023-24)
165000
-
70950
code336 - Supplying of on Auto load change over switches 4 poles, AC-23A Duty, 415V, 50Hz, AC Supply. With all accessories. (SM Enclosure Sheet Metal Execution) 200 A (P. No. 20, Sl. No. 5.12.4, Vol-6, Part-III of PWD Ele SR 2023-24)
1
15249
15249
code337 - 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 in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism.160 A 25 kA (P. No. 17, Sl. No. 5.15.11, Vol-6, Part-III of PWD Ele SR 2023-24)
1
13447
13447
code338 - Supplying, fixing and wiring 1000/5A to 1600/5A 15V A Burden class 1 Current Transformer (P. No. 19, Sl. No. 5.36, Vol-6, Part-III of PWD Ele SR 2023-24)
1
840
840
code339 - Supplying ......... A 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 250 A 4 x 30 x 10 mm Aluminium Strips (P. No. 20, Sl. No. 5.40.2, Vol-6, Part-III of PWD Ele SR 2023-24)
4
3435
13740
code340 - Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C.(P. No. 19, Sl. No. 5.38, Vol-6, Part-III of PWD Ele SR 2023-24)
3
515
1545
code341 - Supply and fixing of angle iron frame work fabricated out of ms angle iron,.. With bolts , washer, etc, and painted with 2 coat of red oxide and then two coats of approved paint.75 x 75 x 6 mm (P. No. 20, Sl. No. 5.41.3, Vol-6, Part-III of PWD Ele SR 2023-24)
4
555
2220
code342 - Supply and fixing miniature circuit breaker 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 IEC60898.40 A DP (P. No. 17, Sl. No. 5.18.5, Vol-6, Part-III of PWD Ele SR 2023-24)
2
1060
2120
code343 - Supply and fixing miniature circuit breaker 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 IEC60898.50-63 A DP (P. No. 17, Sl. No. 5.18.7, Vol-6, Part-III of PWD Ele SR 2023-24)
5
1717
8585
code344 - Supply and fixing miniature circuit breaker 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 IEC60898.40 A TPN (P. No. 17, Sl. No. 5.18.8, Vol-6, Part-III of PWD Ele SR 2023-24)
5
3044
15220
code345 - Supplying and fixing hylum plastic sheet 3 mm thick with necessary nitches for fixing switches, regulators etc., and fixing on existing wood or metal box using N. F. screws (P. No. 9, Sl. No. 3.9, Vol-6, Part-III of PWD Ele SR 2023-24)
13000
-
4550
code346 - supply and fixing of Porcelain fuse channel with cut out on existing hylum sheet using necessary nuts and bolts and washers. 100 A (P. No. 14, Sl. No. 5.7.4, Vol-6, Part-III of PWD Ele SR 2023-24)
4
691
2764
code347 - Wiring for lighting and power circuits using one of FRLS PVC insulated 1100V grade multistand copper conductor single core cable in open or concealed system of wiring with specified IS-694:2010 10 mm² (P. No. 5 & 6, Sl. No. 2.3.6, Vol-6, Part-III of PWD Ele SR 2023-24)
60
167
10020
code348 - DG SETS :Supplying, installing, testing and commissioning of Diesel Generator set with following specifications. Power rating as per standard reference condition as per-BS 5514/ISO 3046/ ISO 8528 & IS 1002/ISO 3046 Generator set specifications. Engine: Diesel generating set are rated at 1500RPM and conform to ISO 8528 specifications. The engines are radiator cooled, four stroke and multi cylinder, conforming to ISO 3046. The scope of supply includes: Electrical starter motor12V DC Battery charging alternator, Bosch fuel system with mechanical governor, A1 Class. Spin-on lube oil filter, Spin-on dual fuel filter with water separator, Turbocharger, Charge air cooler, Silencer (Hospital grade), Dry type air cleaner, Shutoff coil, Flywheel and flywheel housing, First fill of lube oil and coolant, Safety for low lube oil pressure, Safety for high water temperature, Permissible overload of 10% for one hour in 12 hours of operation Capacity of Fuel Tank: Fuel tank suitable for 8 hours of operation Alternator: Alternator is suitable for operation at 1500 RPM, 415 V, 0.8 pf (lag) suitable for 50 Hz, 3 phase, 4 wire systems, conforming to IS/IEC 60034-1. The Alternator is brush less type, screen protected, revolving field, self excited, self regulated through an AVR. The alternator shall have+/- 1.0% Voltage regulation (max) in static conditions- IP: 23 protections with insulation class F&H. Mounting arrangement: Engine and alternator are mounted on a common MS fabricated base frame with AVM pads. Control Panel: The control panel is manufactured with 14/16 gauge CRCA sheet and is powder coated for weather-proof and long lasting finish. The control panel consists of the following parts:- PS0500 Controller, Aluminium bus bars with suitable capacity within/outgoing terminals, Indicating lA for Load On and Set Running, Instrument fuses duly wired and ferruled, MCCB of suitable rating with overload and short circuit protections .Genset Controller: microprocessor based generator set monitoring and control system. The control provides a simple operator interface to the generator set, manual and remote start/ stop control, shutdown fault indication, and an LCD hour counter. The integration of all functions into a single control system provides enhanced reliability and performance compared to conventional generator set control systems. This control has been designed and tested to meet harsh environment in which gensets are typically applied. Features, Functions, protections 16 character x 2 line alphanumeric LCD display with LED Backlight Operator interface, Provide a record of most recent fault conditions. Fault history stored in the control non volatile memory, Provide Alternator Data. Voltage (1 ph or 3 ph line to line and line to neutral voltage, Current (1 ph or 3 ph), kVA (3 ph and total), Frequency, Provide Engine Data, Starting battery voltage, Engine running hours, Engine Temp, Engine oil pressure, Control includes provision for Service adjustment and calibration of DG control functions, Voltage, frequency selection, Configurable input and output set up, Meter calibration, Engine controls, Power Start operates on 12 VDC batteries,-Auto start mode accepts a ground signal from remote devices to automatically start the DG set The remote start will also wake up the control system from sleep mode. Engine Starting -The control system supports automatic engine starting, Primary and back up start disconnects are achieved by battery charging alternator feedback or main alternator output frequency. Controller provide configurable time delay of 0-300 sees to start after remote start signal and time delay of 0- 600secs prior to shut down after stop signal. Sleep mode increase battery life. Configurable current settings from low to minimize current draw when genset is not working. Engine Protective functions include, Configurable alarm output, (P.No. 42, I.No. 10.1.7, Part-III of Vol-6, PWD Ele SR 2023-24) AS PER KPWD SR specifications
1
900956
900956
code349 - Supply, Erection, testing and commissioning of AMF panel suitable for .....kVA DG set. The panel is of cubical type base/floor mounting control panel with hinged doors, undrilled bottom gland plate, aluminium Bus Bar with the accommodation for .....A 4 pole contactor for alternator with thermal O/L relay,..... A 4 pole contactor for mains, HRC fuse for short circuit protection, Microprocessor based AMF module with supply failure timer, Restoration timer, 3 impulse automatic engine start/stop logic, Mains/generator voltage, ....capacity bypass switch and frequency sensing, PCC 1301controller with water temperature/Lube oil pressure/ engine speed, Voltage/ampere/Frequency/ kVA, Running-hour count, No of starts, Fault indication, over / under speed, Fails to start, Low oil pleasure, High engine temperature, Under/over voltage, over current, Earth fault relay, with indications for Mains on, Load on Mains, Battery charger on Push buttons AMF module by pass Mode, Battery charger unit with inbuilt Auto/Manual and Flat/Boost facility. The complete set shall have sufficient safety and adhere to NEC, NBC 2016, IEC, CPWD specifications, PCB norms and KSGEI Acts and Rules.Upto 100 KVA (P.No. 42, I.No. 10.2.3, Part-III of Vol-6, PWD Ele SR 2023-24)
1
109531
109531
code350 - UG CABLE :Supplying of 1.1 KV LT UG cable having aluminum conductor PVC insulated, extruded inner sheathed, galvanized, steel strip (except 4CX10Sq.mm wire armored) confirming to IS-3975:1990 (No. of Strip indicated in GTP & extruded PVC outer sheathed armored cable with specified IS-1554 Part-1:1988 & confirming to GTP of GROUP-A (55/7.4) 120 Sqmm, 3.5 Core, (21 GI Strips - 4 x 0.8 mm) -40 mts From Spare MCCB to Building Panel - Double run (P. No. 13, Sl. No. 214, I. No. 32.14, Vol-6, Part-II of ESCOM's SR 2023-24)
0.1
456889
45688.9
code351 - UG CABLE :Supplying of 1.1 KV LT UG cable having aluminum conductor PVC insulated, extruded inner sheathed, galvanized, steel strip (except 4CX10Sq.mm wire armored) confirming to IS-3975:1990 (No. of Strip indicated in GTP & extruded PVC outer sheathed armored cable with specified IS-1554 Part-1:1988 & confirming to GTP of GROUP-A (55/7.4) 35 Sqmm, 3.5 Core, (14 GI Strips - 4 x 0.8 mm) - 100 mt from Building panel to STP (P. No. 13, Sl. No. 214, I. No. 32.09, Vol-6, Part-II of ESCOM's SR 2023-24)
0.2
154062
30812.4
code352 - UG CABLE :Supplying of 1.1 KV LT UG cable having aluminum conductor PVC insulated, extruded inner sheathed, galvanized, steel strip (except 4CX10Sq.mm wire armored) confirming to IS-3975:1990 (No. of Strip indicated in GTP & extruded PVC outer sheathed armored cable with specified IS-1554 Part-1:1988 & confirming to GTP of GROUP-A (55/7.4) 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm) -50.0 mt- from Building Panel to Motoar Panel (P. No. 13, Sl. No. 214, I. No. 32.05, Vol-6, Part-II of ESCOM's SR 2023-24)
0.2
141842
28368.4
code353 - UG CABLE :Supplying of 1.1 KV LT UG cable having aluminum conductor PVC insulated, extruded inner sheathed, galvanized, steel strip (except 4CX10Sq.mm wire armored) confirming to IS-3975:1990 (No. of Strip indicated in GTP & extruded PVC outer sheathed armored cable with specified IS-1554 Part-1:1988 & confirming to GTP of GROUP-A (55/7.4) 10 Sqmm, 4 Core, (10 GI Strips - 4 x 0.8 mm) -50 mt-Building Panel to Lift Panel (P. No. 13, Sl. No. 214, I. No. 32.03, Vol-6, Part-II of ESCOM's SR 2023-24)
0.1
118004
11800.4
code354 - Laying of 11 kV cables in existing trench/G.I. pipe/stoneware pipe/RCC hume pipe using wooden/aluminium rollers as directed by KPTCL staff (P. No. 119, Sl. No. 22 ( C ) ( i) Vol-6, Part-II of ESCOM's SR 2023-24) Cables of sizes 3C x 95 to 3C x 150 Sq mm
100
72
7200
code355 - Lug & Glands Heavy Duty Copper Terminal Long Barrel 95 Sqmm Copper Terminal, Apprx Wt: 58 Gm (P. No. 26 of 81 Escom SR, Sl. No.458, I. No. 59.02, Vol-6, Part-III of ESCOM's SR 2023-24)
6
129
774
code356 - 35 Sqmm Copper Terminal, Apprx Wt: 17 Gm (P. No. 26 of 81 Escom SR, Sl. No.458, I. No. 59.05, Vol-6, Part-III of ESCOM's SR 2023-24)
8
40
320
code357 - Aluminium End Terminal (Lug) 10 mm (P. No. 26 of 81 Escom SR, Sl. No.469, I. No. 60.01, Vol-6, Part-III of ESCOM's SR 2023-24)
16
2
32
code358 - Aluminium End Terminal (Lug) 10 mm (P. No. 26 of 81 Escom SR, Sl. No.458, I. No. 59.05, Vol-6, Part-III of ESCOM's SR 2023-24)
24
2
48
code359 - Brass Cable Glandfor 10 to 16 mm cable -25 Sqmm (P. No. 28 of 81 Escom SR, Sl. No.507, I. No. 63.01, Vol-6, Part-III of ESCOM's SR 2023-24)
28
79
2212
code360 - for 35 Sqmm cable - 32 sqmm (P. No. 28 of 81 Escom SR, Sl. No.507, I. No. 63.02, Vol-6, Part-III of ESCOM's SR 2023-24)
6
95
570
code361 - for 95 Sqmm cable - 40 sqmm (P. No. 28 of 81 Escom SR, Sl. No.507, I. No. 63.03, Vol-6, Part-III of ESCOM's SR 2023-24)
6
148
888
code362 - EARTHING :Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc using 40mm dia 2.9mm thick 2.5 mtr long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode. The funnel should be enclosed in a CC chamber of 400x400x400mm with a cast iron cover. The earth electrode shall have staggered holes of 12mm dia and the electrode should be covered 150mm allround with alterate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts.GI pipe earthing make-TATA/GENITH,JINDAL. (SR 23-24 Vol-6 Page no-54,Item no-12.57)
4
4256
17024
code363 - Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. (Page no-54&55,Item no-12.58 Vol-6 KPWD 2023-24) a) 25x3mm GI Strip (Page No. 54, Item No.12.58.2)
120
82
9840
code364 - b)25x3mm Copper strip (Page No. 55, Item No.12.58.7)
40
570
22800
code365 - Supplying and running GI/Copper conductor for grounding and (along other wires in conduit sysytem of wiring) using necessary suitable size clamps,nails,guttas,spacers etc (SR 19-20 Page no-44,Item no-6.18.3) GI wire 8 SWG
20
19
380
code366 - Supplying and running GI/Copper conductor for grounding and (along other wires in conduit sysytem of wiring) using necessary suitable size clamps,nails,guttas,spacers etc (SR 19-20 Page no-44,Item no-6.18.3 Cu wire 8 SWG
20
105
2100
code367 - RCC Pole - 9 Mtr Long, 145 Kg WL (Dwg No. BESCOM/GM/QS&S/02 Dtd 24.11.2018) as per IS-785 Material code :200105 (Sl.No. 1 , I.No. 1.01, P.No. 1 Of 81 , Vol-6, ESCOM's SR 2023-24)
5
7076
35380
code368 - Cross Arms (MS & GI) as per IS-1977 -11 kV, Special 3 Pin Cross Arm - GI (Sl.No.14 , I.No. 2.04, P.No. 3 of 81 , Vol-6, ESCOM's SR 2023-24)
5
1151
5755
code369 - Erection of Double Pole Transformer Structure using 9 Mtr Long RCC (145 Kg WL)/PSCC (300 Kg WL) Pole including fixing of Structure Materials, Erection of Poles etc., complete for mounting of Transformer as per approved drawing-For 100/300 kVA 4/5 Star Rated Transformer on PSCC Pole - 9 Mtr Long, 300 Kg WL - MS (Dwg No. BESCOM/GM/QS&S/65 Dtd 24.11.2018) For 100 to 250 kVA Per Structure (Sl.No. 144, I.No. 21.05 , P.No. 9 of 81, Vol-6, ESCOM's SR 2023-24)
1
22527
22527
code370 - LT Distribution Box for 100 kVA DTC with MCCB's (Sheet Metal)(Dwg No. BESCOM/GM/QS&S/58 Dtd 24.11.2018) (Sl.No. 134, I.No. 18.01, P.No. 9, Vol-6, ESCOM's SR 2023-24)
1
22686
22686
code371 - Supplying, Erecting, testing and commissioning of 5 star rated 100 kVA capacity Distribution Transformer 11kV/433V with off load tap switch, Buchholz relay winding temperature indicator,oile temperature indicator, marshalling box with wiring, oil level indicator with 5% to -10% steps of 2.5% HT and LT cable entry box type with all standard accessories as per latest IS standard technical specification. B. cable entry 100 kVA, Aluminium Wdg, Star 2 (5 Star) (P. No. 7 & 8, Sl. No. 113, I. No. 13.03, Vol-6, Part-II of ESCOM's SR 2023-24)
1
220185
220185
code372 - 11 kV HT Metering cubicle of different CT Ratio, Both side cable entry type with 3 CT & 3 PT, With Transparent Cover TTB, with 30x8 mm Copper Busbar, Modem & 2 No of Meters for 3 Phase 4 Wire Metering without Load Break Switch (HT Metering Box Fabricated out of 3 mm MS Sheet duly epoxy powder coated) as per revised Specification (Dwg No. BESCOM/GM/QS&S/-- Dtd 24.11.2018) (P. No. 26, Sl. No. 455, I. No. 58.01, Vol-6, Part-II of ESCOM's SR 2023-24)
1
243472
243472
code373 - 1.Nos, 200 amp MCCB, four pole, ac 23 a duty, 415v , 50 hz , ac supply (P. No. 17, Sl. No. 5.15.16, Vol-6, Part-III of PWD Ele SR 2023-24)
1
21424
21424
code374 - 200A DOUBLE RUN 4X50X10 mm Aluminium bus bar (P. No. 20, Sl. No. 5.40.3, Vol-6, Part-III of PWD Ele SR 2023-24)
3
3435
10305
code375 - EARTH LEAKAGE RELAY (P. No. 18, Sl. No. 5.21, Vol-6, Part-III of PWD Ele SR 2023-24)
1
9255
9255
code376 - RYB indicator LED lamps suitable for 230/440v , 50 hz 12.24v DC (P. No. 19, Sl. No. 5.38, Vol-6, Part-III of PWD Ele SR 2023-24)
3
515
1545
code377 - LT CABLES 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
120 Sqmm, 3.5 Core, (23 GI Strips - 4 x 0.8 mm) (Sl.No. 211, I.No. 32.15, P.No. 13, Vol-6, ESCOM's SR 2023-24)
0.1
456889
45688.9
code378 - Labour charges for Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden / Aluminum Rollers as directed by the departmental staff -LT Cable 120 to 240 Sqmm (from LT Box to MP) (Sl.No. 176, I.No. 21.07, P.No. 52, Vol-6, ESCOM's SR 2023-24)
0.05
32278
1613.9
code379 - Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata.Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m (Sl.No. 6.6.1, P.No. 41, Ele SR 2019-20) For 0.6m width, 0.6m depth (Pg. No. 10, I.No.. 1.19.1 of Vol-1, KPWD SR 2023-2024)
150
476
71400
code380 - Providing, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing 100 mm dia. pipes (Sl.No. 16.1.1, P.No. 187, Vol -5 SR 2023-24)
40
370
14800
code381 - Providing 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. complete PVC pipes 75mm dia., 6 kg/sqcm & Class 3 (Sl.No. 10.1.5, P.No. 112,Vol -5 SR 2023-24)
2
226
453.2
code382 - Providing 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. complete PVC pipes63mm dia (Sl.No. 10.1.4, P.No. 112,Vol -5 SR 2023-24)
2
165
331.66
code383 - Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizesHeavy Duty Copper Terminal Long Barrel 120 Sqmm Copper Terminal, Apprx Wt: 64 Gm (Sl.No. 462, item no 59.06, P.No. 26,Vol -6 Escom SR 2023-24)
4
140
560
code384 - Brass Cable Gland for 10 to 16 mm cable -25 Sqmm (P. No. 28 of 81 Escom SR, Sl. No.507, I. No. 63.01, Vol-6, Part-III of ESCOM's SR 2023-24)
4
79
316
code385 - for 35 Sqmm cable - 32 sqmm(P. No. 28 of 81 Escom SR, Sl. No.507, I. No. 63.02, Vol-6, Part-III of ESCOM's SR 2023-24)
2
95
190
code386 - Supply and laying double walled corrugated (DWC) HDPE pipe including all necessary connecting sockets /couplings /tees /bends/end-caps of same material in existing trench as per IS14390 part-11 suitable for underground cables 90mm OD/76mm ID
1
331
331
code387 - Supplying and fixing 2mm thick perforated Cable GI tray with existing MS angle supports using necessary GI bolts and washer or welding required 300X50mm Cable tray ( Page no-55 Vol-6 Item no- 12.59.2, KPWD 2023-24)
10
587
5870
code388 - EARTHING Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc using 40mm dia 2.9mm thick 2.5 mtr long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode. The funnel should be enclosed in a CC chamber of 400x400x400mm with a cast iron cover. The earth electrode shall have staggered holes of 12mm dia and the electrode should be covered 150mm allround with alterate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts.GI pipe earthing make-TATA/GENITH,JINDAL. (SR 23-24 Vol-6 Page no-54,Item no-12.57)
8
4256
34048
code389 - Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. 25x3mm GI Strip (Page No. 54, Item No.12.58.2)
260
82
21320
code390 - Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. 25x3mm Copper strip (Page No. 55, Item No.12.58.7)
60
570
34200
code391 - Supplying and running GI/Copper conductor for grounding and (along other wires in conduit sysytem of wiring) using necessary suitable size clamps, nails, guttas, spacers etc (SR 19-20 Page no-44,Item no-6.18.3) GI wire 8 SWG
150
19
2850
code392 - Supplying and running GI/Copper conductor for grounding and (along other wires in conduit sysytem of wiring) using necessary suitable size clamps, nails, guttas, spacers etc (SR 19-20 Page no-44,Item no-6.18.3) Cu wire 8 SWG
10
105
1050
code393 - Internal PHE works :Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests SR-2023-2024, Vol-2,Pg no-131,I no14.1.1
52
4884
253968
code394 - Sanitary and CP fixtures - Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fix- tures complete, including cutting and making good the walls and floors wherever required: W.C. pan with ISI marked white solid plastic seat and lid SR-2023-2024, Vol-2,Pg no-131,I no14.2.1
4
4838
19352
code395 - Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15mm C.P. brass pillar taps SR-2023-2024, Vol-2,Pg no-132,I no14.7.1
2
3082
6164
code396 - 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:SR-2023-2024, Vol-2,Pg no-137,I no14.37.1
2
306
612
code397 - C.P. Brass stop cock (concealed) 15 mm - GF Toilet SR-2023-2024, Vol-2,Pg no-166,A-16
2
525
1050
code398 - Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 32 mm dia SR-2023-2024, Vol-2,Pg no-136,I no14.28.1.2
2
92
184
code399 - Providing and fixing unplasticised PVC connection pipe with brass unions : - 15 mm nominal bore SR-2023-2024, Vol-2,Pg no-118,I no13.8.2.2
2
91
182
code400 - Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.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. SR-2023-2024, Vol-2,Pg no-137,I no14.40.2
42
496
20832
code401 - 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.SR-2023-2024, Vol-2,Pg no-136,I no14.31
2
1220
2440
code402 - Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.SR-2023-2024, Vol-2,Pg no-137,I no14.38
42
145
6090
code403 - Providing and fixing brass bib cock of approved quality :15 mm nominal bore SR-2023-2024, Vol-2,Pg no-117,I no13.2.1
161
286
46046
code404 - 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 : 510x1040 mm bowl depth 250 mmSR-2023-2024, Vol-2,Pg no-133,I no14.10
2
5618
11236
code405 - Providing and fixing Sink cock with swivel spout & wall flange, wall mountable made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class - Premium SR-2023-2024, Vol-2,Pg no-140,I no14.62b
2
2886
5772
code406 - Providing and fixing Robe hook twin made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class - Economy SR-2023-2024, Vol-2,Pg no-114,I no14.83.a
56
548
30688
code407 - 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 SR-2023-2024, Vol-2,Pg no-128,I no13.63
72
244
17568
code408 - 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 Economy SR-2023-2024, Vol-2,Pg no-140,I no14.60 a
2
3985
7970
code409 - Providing and fixing Overhead rain showers of minimum dimension 225x225mm & wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class Economy SR-2023-2024, Vol-2,Pg no-143,I no14.81 a
2
1081
2162
code410 - Providing and fixing Wall spout with Button attachment for shower with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - ClassEconomy SR-2023-2024, Vol-2,Pg no-140,I no14.58a
2
1807
3614
code411 - Providing and fixing Stainless Steel Grab Bar 600 mm Long with all concealed fitting arrangements & all necessary accesories complete - Class - Premium SR-2023-2024, Vol-2,Pg no-145,I no14.96b
2
8159
16318
code412 - Sanitary piping - 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: - 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: - 50mm nominal bore pipes, From Wash basin, Sink & Urinal line SR-2023-2024, Vol-5,Pg no-113,I no10.1.3
110
101
11110
code413 - Sanitary piping - 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: - 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: - PVC pipes 75mm dia., 6 kg/sqcm & class 3
285
220
62700
code414 - Sanitary piping - 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: - 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: - PVC pipes 110mm dia., 6 kg/sqcm & class 3SR-2023-2024, Vol-5,Pg no 113,I no10.1.7
275
411
113025
code415 - Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with 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 and commissioning (Contractor will make his own arrangements for procuring water for testing) etc. for: - 50mm SR-2023-2024, Vol-5,,I no10.15.3
110
40
4400
code416 - Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with 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 and commissioning (Contractor will make his own arrangements for procuring water for testing) etc. for: - 75mm SR-2023-2024, Vol-5,,I no10.15.5
285
76
21660
code417 - Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with 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 and commissioning (Contractor will make his own arrangements for procuring water for testing) etc. for: - 110mm SR-2023-2024, Vol-5,,I no10.15.7
275
112
30800
code418 - WATER SUPPLY - Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 20 mm nominal dia Pipes SR-2023-2024, Vol-2,Pg no-122,I no13.32.2
460
379
174340
code419 - WATER SUPPLY - Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall . - 25 mm nominal dia Pipes SR-2023-2024, Vol-2,Pg no-122,I no13.31.3
298
318
94764
code420 - WATER SUPPLY - 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. - 32 mm nominal dia Pipes SR-2023-2024, Vol-2,Pg no-122,I no13.31.4
65
400
26000
code421 - Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. - For 20 mm dia GM (Copper alloy) Gate valves SR-2023-2024, Vol-2,Pg no-122,I no11.5.2
8
888
7104
code422 - Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. - For 25 mm dia GM (Copper alloy) Gate valves SR-2023-2024, Vol-2,Pg no-122,I no11.5.3
3
1169
3507
code423 - Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. - For 32 mm dia GM (Copper alloy) Gate valves SR-2023-2024, Vol-2,Pg no-122,I no11.5.4
13
1338
17394
code424 - External PHE works :WATER SUPPLY WORKS - 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 - 20 mm nominal dia Pipes, SR-2023-2024, Vol-2,Pg no-122,I no-13.33.2
125
217
27125
code425 - WATER SUPPLY WORKS - 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 - 25 mm nominal dia Pipes SR-2023-2024, Vol-2,Pg no-122,I no-13.33.3
30
296
8880
code426 - WATER SUPPLY WORKS - 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 - 32 mm nominal dia Pipes SR-2023-2024, Vol-2,Pg no-122,I no-13.33.4
140
372
52080
code427 - WATER SUPPLY WORKS - 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 - 40 mm nominal dia Pipes SR-2023-2024, Vol-2,Pg no-122,I no-13.33.5
250
477
119250
code428 - WATER SUPPLY WORKS - 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 - 50 mm nominal dia Pipes SR-2023-2024, Vol-2,Pg no-122,I no-13.33.6
225
721
162225
code429 - WATER SUPPLY WORKS - 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 - 65 mm nominal dia Pipes SR-2023-2024, Vol-2,Pg no-122,I no-13.33.7
20
1400
28000
code430 - Supplying and fixing surface box of required dia. and size with synthetic lid for valves or spindle rods. The surface box should be usable for 50 to 400mm dia. valves, PN 10 / 16 and will consist of lid, housing, locking clip, notched bolt, cross bar, washer and torque nut. SR-2023-2024, Vol-2,Pg no-32,I no-2.46
1
3403
3403
code431 - B098A Supply & fixing RCC Pre-cast Cover Slab of size 0.8 m x 0.8 m x 0.2m of M25-Design mix concrete with 12 mm steel @ 120 mm c/c both ways, over Gate valve extension spindle with central opening along with lid for smooth operation with appurtenances., complete with all lead and lifts.SR-2023-2024, Vol-2,Pg no-32,I no-2.47
1
2890
2890
code432 - Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. - For 20 mm dia GM (Copper alloy) Gate valves, SR-2023-2024, Vol-2,Pg no-133,I no-11.2
3
888
2664
code433 - Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. - For 25 mm dia GM (Copper alloy) Gate valves SR-2023-2024, Vol-2,Pg no-133,I no-11.5.3
1
1169
1169
code434 - Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. - For 32 mm dia GM (Copper alloy) Gate valves SR-2023-2024, Vol-2,Pg no-133,I no11.5.4
4
1338
5352
code435 - Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. - For 40 mm dia GM (Copper alloy) Gate valves SR-2023-2024, Vol-2,Pg no-133,I no11.5.5
5
1500
7500
code436 - Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. - For 50 mm dia GM (Copper alloy) Gate valves SR-2023-2024, Vol-2,Pg no-133,I no11.5.6
16
1688
27008
code437 - Providing GM (copper alloy) reflex valves/globe valves confirming to Class-I and as per IS 778/1990 with latest amendments, 1 No. and with ISI mark screwed female ends confirming to IS 554/ 1990 horizontal body hydraulically tested for 1.50 HP and seat hydraulically tested 1 HP. - For 20 mm dia GM (Copper alloy) reflex valve SR-2023-2024, Vol-2,Pg no-133,I no11.16.2
1
481
481
code438 - Providing GM (copper alloy) reflex valves/globe valves confirming to Class-I and as per IS 778/1990 with latest amendments, 1 No. and with ISI mark screwed female ends confirming to IS 554/ 1990 horizontal body hydraulically tested for 1.50 HP and seat hydraulically tested 1 HP. - For 40 mm dia GM (Copper alloy) reflex valve SR-2023-2024, Vol-2,Pg no-133,I no11.16.5
4
719
2876
code439 - Providing GM (copper alloy) reflex valves/globe valves confirming to Class-I and as per IS 778/1990 with latest amendments, 1 No. and with ISI mark screwed female ends confirming to IS 554/ 1990 horizontal body hydraulically tested for 1.50 HP and seat hydraulically tested 1 HP. - For 50 mm dia GM (Copper alloy) reflex valve SR-2023-2024, Vol-2,Pg no-133,I no11.16.6
4
794
3176
code440 - 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 up to 1.50m, SR-2023-2024, Vol-2,Pg no-6,I no1.6.1
25
484
12100
code441 - 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.SR-2023-2024, Vol-2,Pg no-7,I no1.11
18.9
433
8183.7
code442 - Providing and fixing brass bib cock of approved quality :15 mm nominal bore, SR-2023-2024, Vol-2,Pg no-117,I no13.2.1
10
286
2860
code443 - SANITARY PIPING WORKS - Providing 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. - PVC pipes 75mm dia., 6 kg/sqcm & class 3 - Waste pipe, SR-2023-2024, Vol-2,Pg no-113,I no10.1.5
25
220
5500
code444 - SANITARY PIPING WORKS - Providing 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. - PVC pipes 110mm dia., 6 kg/sqcm & class 3 - Soil pipe, SR-2023-2024, Vol-2,Pg no-113,I no10.1.9
45
411
18495
code445 - Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with 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 and commissioning (Contractor will make his own arrangements for procuring water for testing) etc. for: - 75mm - Waste pipe, SR-2023-2024, Vol-2,Pg no-121,I no10.15.5
25
76
1900
code446 - Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with 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 and commissioning (Contractor will make his own arrangements for procuring water for testing) etc. for: - 110mm - Soil pipe, SR-2023-2024, Vol-2,Pg no-121,I no10.15.7
45
112
5040
code447 - Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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:( For external Sanitary Work ). Sewer line - Block Water - Pipes of SN4, 160mm dia. SR-2023-2024, Vol-2,Pg no-113,I no10.2.4
90
576
51840
code448 - Constructing brick masonry chamber of internal dimension 600x450mm 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.SR-2023-2024, Vol-2,Pg no-191,I no16.8
2
4971
9942
code449 - 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..(INSPECTION CHAMBER) SR-2023-2024, Vol-2,Pg no-191,I no16.9
4
5454
21816
code450 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. ,1.0 M depth & SFRC cover & frame, SR-2023-2024, Vol-2,Pg no-192,I no16.9
1
29047
29047
code451 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. ,1.1 M depth & SFRC cover & frame, SR-2023-2024, Vol-2,Pg no-192,I no16.15.2
1
29531
29531
code452 - 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 up to 1.50m, SR-2023-2024, Vol-2,Pg no-6,I no1.6.1
40.5
484
19602
code453 - 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. SR-2023-2024, Vol-2,Pg no-7,I no1.11
40.5
433
17536.5
code454 - RAIN WATER PIPING WORKS - Providing 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. - PVC pipes 75mm dia., 6 kg/sqcm & class 3, SR-2023-2024, Vol-2,Pg no-113,I no10.1.5
10
220
2200
code455 - RAIN WATER PIPING WORKS - Providing 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. - PVC pipes 110mm dia., 6 kg/sqcm & class 3, SR-2023-2024, Vol-2,Pg no-113,I no10.1.7
120
411
49320
code456 - RAIN WATER PIPING WORKS - Providing 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. - PVC pipes 160mm dia., 6 kg/sqcm & class 3, SR-2023-2024, Vol-2,Pg no-113,I no10.1.9
40
618
24720
code457 - Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with 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 and commissioning (Contractor will make his own arrangements for procuring water for testing) etc. for: 75mm, SR-2023-2024, Vol-2,Pg no-121,I no10.15.5
10
76
760
code458 - Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with 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 and commissioning (Contractor will make his own arrangements for procuring water for testing) etc. for: - 110mm, SR-2023-2024, Vol-2,Pg no-121,I no10.15.7
120
112
13440
code459 - Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with 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 and commissioning (Contractor will make his own arrangements for procuring water for testing) etc. for: - 160mm, SR-2023-2024, Vol-2,Pg no-121,I no10.15.9
40
126
5040
code460 - 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.(CATCH BASIN), SR-2023-2024, Vol-2,Pg no-191,I no16.9
7
5454
38178
code461 - Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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:( For external Sanitary Work ). - Pipes of SN4, 160mm dia. SR-2023-2024, Vol-2,Pg no-113,I no10.2.4
120
576
69120
code462 - 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 up to 1.50m, SR-2023-2024, Vol-2,I no1.6.1
43.2
484
20908.8
code463 - 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.SR-2023-2024, Vol-2,Pg no-7,I no 1.11
43.2
433
18705.6
code464 - Supplying, installation, testing and commissioning of solar hot water heater comprising of solar Flat Plate Collector (FPC) of size 2120x1040x100mm and stainless steel hot water storage tank with stainless steel heat exchanger absorber made of copper sheet and copper tube of following capacity aluminium box collector with appropriate capacity electrical back up arrangement excluding inlet and out let pipes. SS Model with 100mm thick of 48Kg/M3 de Rock wool insulation with 22SWG Aluminium cladding.SR-2023-2024, Vol-2,Pg no-34,I no 7.3.3,300L
10
69986
699860
code465 - Sanitary and CP fixtures - Supplying, fixing, testing and commissioning of CP health faucet Hand operated spray unit (instant type) CP Crutch etc., complete as directed by the Engineer in charge. ALD-577. Approved rate
4
1543
6172
code466 - Providing 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, to work site as per necessary ammendmentsand instructions of engineer incharge work,for 3HP etc.complete (sump to oht )Domestic 5.00 HP - 90 LPM @ 110 m = 15 STG Outlet Dia - 2.00" .vol-5,pg-152,it no-13.13.6.sr-23-24
2
32137
64274
code467 - Providing 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, to work site as per necessary ammendmentsand instructions of engineer incharge work,for 3HP etc.complete (sump to oht )Flushing 5.00 HP - 90 LPM @ 110 m = 15 STG Outlet Dia - 2.00".vol-5,pg-152,it no-13.13.6.sr-23-24
2
32137
64274
code468 - Making openings of the following diameters RCC beams/slab using core cutters having diamond edged core bits and redoing the same after fixing of pipes with PVC rings / grouting with non-shrink grouts etc., comp lete including ensuring water tightness of the system. Rate analysis
15
850
12750
code469 - Packing the core openings in slabs & beams by providing PVC pipes and filling the void after fixing the pipe by packing with polymer concrete or non shrink grout etc,. Complete ensuring water tightness in the joint.The core cut area of the slab shall be prepared rough also same treatment on the puddle pipe to be made to ensure proper bonding. Rate analysis
15
950
14250
code470 - Providing,Fixing,testing and commissioning of Air vent cowel 110mm.Approved rate
15
186
2790
code471 - Providing,Fixing,testing and commissioning of Air vent cowel 75mm,Approved rate
20
161
3220
code472 - Supplying, fixing, testing and commissioning of portable Water Cooler (Floor mounted model) in corridors for drinking water with all the necessary accessories etc. GF Rate analysis
1
18000
18000
code473 - Supplying and fixing PCC pedestal 450x250x200mmwith Ms sloted angle iron brackets,supports with necessary drilling holes to suit the insertion of pipe clamps deburning etc,as per detailed drawng for supporting water supply pipes with suitable Ms clamps,bolts nuts and washer fixed on shaft walls/ourt walls etc...the quoted rate shall include with the cost of brackets galvanizing with zinc alloy of 0.08mm thick confirmed to IS 1239 etc,complete as directedby the employer. Approved rate
40
650
26000
code474 - Supply and fixing of GM ball cock with copper float(High pressure float) of approved brand of manufacture and fixed on to the inlet pipe at the underground sump tank & OHT. 50mm die,Rate analysis
1
3525
3525
code475 - Note: The length of the bracket shall be equal to the sum of the outer diameters of all pipe and 50mm for working space per pipe of size 15 to 75mm and 100mm for working space per pipe for pipes of size 75mm and above diameters.Rate analysis
125
120
15000
code476 - Supplying and fixing of SS Grab bar Right 90ºAngle (L shape) with all Accessories (For Disable-friendly Bathroom) Rate analysis
2
6985
13970
code477 - Heat pump for Hot water genaration :Supply in position, Electrical Heat exchanger type Heat pump unit of capacity as mentioned below, equipped with thermostat for automatic operation of boiler system, soft water reservoir of capacity mentioned below, with all necessary accessories like automatic temperature regulator, frame and base stand, necessary electrical connection, all necessary frames and structures for mounting the hot water generator etc., complete. System Inclusing of Reciruclation pump with timer controller Rate analy,sis.Capacity - 300 LPH x 3Nos ,Out put water temp - 60C , t - 40C,Capacity of compressor (Input power) - 4.8kw,Test pressure - 10 bar,Storage tank,Capacity - 4,000 lts,MOC - SS316/MS Glass lined,Working pressure - 5bar @ 80C FLUID PRESSURE,Circulation pump with DTC Sensors,As per system requirement,Control and Automation,Digital thermometer,Temperature sensor,DTC sensor,Programable timer,Thermo start Electrical power selection/ Switches for heaters
1
495000
495000
code478 - Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & allother appurtenaces required to complete the work. Depth exceeding 1.5 m, but not exceeding 3 m(P.NO.9,l.NO.1.16.2, vol -1 OF PW&IWTD SR 2023-24)
118.34
623
73725.82
code479 - Excavation for sump :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 40mm nominal size graded crushed coarse aggregates(P.No.15, I.No 2.1.3 (Vol-1) of PW, P&IWTD SR 2023-24) Bed Concrete
4.09
5989
24495.01
code480 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed withsuper 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, curingand all other appurtenances required to complete the work as per technical
specifications.M30 Design Mix Using 20 mm nominal size graded crushed coarse (Rate including centring & shuttering 3% on concrete item of raft ) aggregates (P.NO.17,l.NO.2.5.3, vol-1 OF PW&IWTD SR 2023-24) Raft
16
7217
115475.36
code481 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed withsuper 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, curingand all other appurtenances required to complete the work as per technical specifications.M30 Design Mix Using 20 mm nominal size graded crushed coarse (Rate including centring & shuttering 50% on concrete item of Rcc wall ) aggregates (P.NO.17,l.NO.2.5.3, vol-1 OF PW&IWTD SR 2023-24) Wall
8.06
7707
62124.062
code482 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed withsuper 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, curingand all other appurtenances required to complete the work as per technical specifications.M30 Design Mix Using 20 mm nominal size graded crushed coarse (Rate including centring & shuttering 10% on concrete item of Rcc wall ) aggregates (P.NO.17,l.NO.2.5.3, vol-1 OF PW&IWTD SR 2023-24) Slab
6.62
10510
69579.51
code483 - Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding,including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (P.NO.41,l.NO.8.4.2, vol-2 OF PW&IWTD SR 2023-24)Inside plastering for Sump
39.6
312
12355.2
code484 - 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) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 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.(P.No.42, I.No.8.8 & -vol-2 of PW, P&IWTD SR 2023-24) Outside plastering for sump
47.2
371
17511.2
code485 - KSRB15-3-13 : Providing 12mm thick cement plaster in single coat with cement mortar 1:4, to ceiling including rounding off corners wherever required smooth rendering, including providing and removing scaffolding, cost of materials, labour, curing etc., complete as per specification.(P.NO.41,l.NO.8.1.1, vol-2 OF PW&IWTD SR 2023-24) Ceiling plastering for sump
28
255
7140
code486 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.Sub structure of Bridges (P.NO.18,l.NO.2.11 h, vol-1 OF PW&IWTD SR 2023-24)Consider 150 kg/cum Total RCC quantity * 150
4603.2
79
363698.832
code487 - Providing and supplying crystalline integral concrete waterproofing admixture that waterproofs concrete by forming crystals deep in the pores, capillaries and microcracks of the concrete, self-seal waterproofing compound to bridge shrinkage cracks upto 0.5mm in width & resist hydro-static pressure upto 16bar for both positive & negative pressure confirming to DIN 1048 part 5 for 56% reduction in depth of penetration against control, resistance to chloride penetration confirming to ASTM C 1202 with 64% improvement against control & protecting steel re-inforcement against corrosion mixed @ 1% by weight of cementitious content in concrete. ie., integral crystaline waterproofing admix @ 0.5 kg/bag of cement. (For calculation purpose 320 kg of Cement for M-20 grade of Concrete is considered in the analysis)(P.NO.150,l.NO.15.7 , vol-2 OF PW&IWTD SR 2023-24) Inside Sump area,
39.6
615
24354
code488 - Inside Sump bottom area
28
615
17220
code489 - 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. 65 mm nominal dia Pipes(p.no-123, I.No.13.33.7 (Vol-2)Corrigenda of PW, P&IWTD SR 2023-24) From main Bore to Sump
55
1400
77000
code490 - Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming IS8034-2000specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc. complete.18 STG ( p.no.150 I.No.13.8.9 (Vol-5) of PW, P&IWTD SR 2023-24)
1
19698
19698
code491 - 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. (I.NO-12.4, P.No.140, Vol 5 of PW,P & IWTD S.R 2023-24)
1
10576
10576
code492 - Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) (P.No.139, I.No 12.1-12.1.8 , Vol 5 of PW,P & IWTD S.R 2023-24) Borewell depth of 0 to 50 Mtrs
50
740
37000
code493 - Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) (P.No.139, I.No 12.1-12.1.8 , Vol 5 of PW,P & IWTD S.R 2023-24)Borewell depth of 50 to 100 Mtrs
50
928
46400
code494 - Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) (P.No.139, I.No 12.1-12.1.8 , Vol 5 of PW,P & IWTD S.R 2023-24)Borewell depth of 100 to 150 Mtrs
50
986
49300
code495 - Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) (P.No.139, I.No 12.1-12.1.8 , Vol 5 of PW,P & IWTD S.R 2023-24)Borewell depth of 150 to 200 Mtrs
50
1144
57200
code496 - Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) (P.No.139, I.No 12.1-12.1.8 , Vol 5 of PW,P & IWTD S.R 2023-24)Borewell depth of 200 to 250 Mtrs
50
1342
67100
code497 - Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) (P.No.139, I.No 12.1-12.1.8 , Vol 5 of PW,P & IWTD S.R 2023-24)Borewell depth of 250 to 300 Mtrs
50
1480
74000
code498 - Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) (P.No.139, I.No 12.1-12.1.8 , Vol 5 of PW,P & IWTD S.R 2023-24)Borewell depth of 300 to 350 Mtrs
50
1736
86800
code499 - Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) (P.No.139, I.No 12.1-12.1.8 , Vol 5 of PW,P & IWTD S.R 2023-24)Borewell depth of 350 to 400 Mtrs
51
1874
95574
code500 - 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 socket conforming 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.(Page No. : 143 Item No.12.32 , PWD SR Vol-5 2023-24)
40
3866
154640
code501 - 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 chargesfor fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge (Page No. : 143, Item No.12.34,PWD S R Vol-5 2023-24)
1
328
328
code502 - 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 (Page No. : 143, Item No.12.33, PWD S R Vol-5 2023-24)
7
300
2100
code503 - Providing 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, to work site as per necessary ammendments and instructions of engineer incharge of work. For 3 HP etc. complete.7.50 HP - 90 LPM @ 165 m = 16 STG Outlet Dia - 2.00" (Page No. : 152, Item No.13.15.7, PWD S R Vol-5 2023-24)
1
81620
81620
code504 - Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) ofnominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments.1x3x10 Sqm(Page No. : 154, Item No.13.22.5 , PWD S R Vol-5 2023-24)
230
560
128800
code505 - 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, PWD S R Vol-5 2023-24)
1
13000
13000
code506 - 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 300 to 350.00mtrs 1.6 O010F (PWD SR 2023-24 , vol-2, P97, I no 13.10.6)P.NO-119
2
1378
2756
code507 - 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.13.24 , PWD S R Vol-5 2023-24)
1
31800
31800
code508 - 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
324
324
code509 - 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 2023-24 Pg no.20, Sl no.5.42.3)
30000
-
22800
code510 - 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 (Ele SR 14-15 P-47, It No.6.16.2)
1
1354
1354
code511 - Supplying andrunning of GI copper strip or grounding connection using necessary fixing material required 600x600x3mm GI plate (PWD Ele SR 2019-20 (P-40, Sl no.6.3.5)
1
1520
1520
code512 - 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.14, I.No.5.7.1 KPWD Ele SR 2023-24),
3
314
942
code513 - 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 2021-22)
1
1718
1718
code514 - 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 23-24 Pg no.13 sl no. 32.05)
0.03
283684
8510.52
code515 - Labour charges for Laying of 1.1 KV Class UG cable 6 Sqmm to 16 sqmm
30
23
714
code516 - Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600mm (Depth upto 1.50m not exceeding 1.5m inwidth ) trench width as per drawing and technicalspecifications, including setting out, construction ofshoring, strutting, barricading, caution lights, bracing,using sight rails & bonding rods at every 100 mmwherever necessary as directed, removal of stumpsand other deleterious matter, dressing of sides andlevelling the bottom of trench to the extent required,utilising the available excavated earth locally for thework etc., and all other appurtenances complete in the
following strata.(As per Civil SR I-1.17.1, P.NO-44, vol -1)
30
524
15720
code517 - Providing, Laying and Fixing of 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 willmake his own arrangements for procuring water for testing) For:HeavyDuty GI Pipe etc. complete.Medium Duty GI pipe of 65mm dia Vol-5 SR(2023-24), P-127, I- N0- 11.2.7
20
1438
28760
code518 - Providing and fixing suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps,bolts,nuts and washers etc. with necessary materials and labour tools and equipments as per instructions of engineer incharge of work.3 1/2x6 Sqm (KPWD Ele SR Pg no.156 sl no.13.38.1)
1
750
750
code519 - 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 2023-24) for Pipe line
74.3
968
71922.4
code520 - 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/m2: 63mm(weight of pipe -0.662 kg) (P.No.119, I.No.10.14.8 of KPWD S.R 2023-24) 50 mm outer dia
165
278
45870
code521 - 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 2023-24)75% Qty vide item No 22
55.7
320
17824
code522 - RWH :Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & allother appurtenaces required to complete the work. Depth exceeding 1.5 m, but not exceeding 3 m (P.NO.9,l.NO.1.16.2, vol -1 OF PW&IWTD SR 2023-24) Excavation for Rwh pit
22.5
623
14017.5
code523 - 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 40mm nominal size graded crushed coarse aggregates (P.No.15, I.No 2.1.3 (Vol-1) of PW, P&IWTD SR 2023-24) Bed Concrete
0.36
5989
2156.04
code524 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed withsuper 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, curingand all other appurtenances required to complete the work as per technical specifications.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 10% on concrete item of wall) (P.NO.17,l.NO.2.5.3, vol-1 OF PW&IWTD SR 2023-24) RCC Walls of Rwh
8.92
7707
68752.684
code525 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed withsuper 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, curingand all other appurtenances required to complete the work as per technical specifications.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 50% on concrete item of wall) (P.NO.17,l.NO.2.5.3, vol-1 OF PW&IWTD SR 2023-24) RCC Walls of RwhSlab shuttering-50%
1.63
10510
17132.115
code526 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing andtechnical specification.Sub structure of Bridges (P.NO.18,l.NO.2.11, vol-2 OF PW&IWTD SR 2023-24) Consider 120 kg/cum Total RCC quantity * 150
1266.66
79
100078.8066
code527 - Supplying, filling, spreading & leveling stone boulders of size range 5 cmto 20 cm, in recharge pit, in the required thickness, for all leads & lifts, allcomplete as per direction of Engineer-in-charge. (P.NO.175,l.NO.17.1 , vol-2 OF PW&IWTD SR 2023-24)
0.19
1002
190.38
code528 - Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineerin-charge.(p.no-175, I.No.17.2 (Vol-2) of PW, P&IWTD SR 2023-24)
0.84
1186
996.24
code529 - Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge.(p.no-175, I.No.17.3 (Vol-2) of PW, P&IWTD SR 2023-24)
0.63
1192
750.96
code530 - Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes & fittings with one step solvent cement,trenching, refilling & testing of joints complete as per direction ofEngineer in Charge.110mm nominal dia pipes (p.no-128, I.No.13.64.2 (Vol-2) of PW, P&IWTD SR 2023-24) inlet sewer pipe outlet sewer pipe
10
385
3850
code531 - Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 800 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/ m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainageof surface water including of labour, materials, scaffolding, usage ofmachinery, curing, lead and lift charges etc, Complete.(p.no-177, I.No.17.14 (Vol-2) of PW, P&IWTD SR 2023-24) rwh rcc cover slab
3.8
1170
4446
code532 - Syntex :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.(Sr-23-24 PWD,vol-2 Pg no-123,Item no 13.3)
25000
9
225000
code533 - BIO DIGESTER:Earth work excavation for foundation of structures upto 3 mtrs. by mechanical means as per drawing and technical specification, including setting out, providing shoring, strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead. including cost of labour, materials and HOM of machineries etc., complete. P.NO-8, I.NO-1.14.1of PW, P&IWTD SR 2023-24)(vol-1) Excavation for biodigester (Including working space)
3.17
102
323.34
code534 - 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 (M7.5) Using 40 mm nominal size graded crushed coarse aggregates (P.No.5, I.No 2.1.2 (Vol-1) of PW, P&IWTD SR 2023-24) PCC
0.14
5664
792.96
code535 - Pre-filter :Pre-filter of PVC material with a height of 500mm and 300 mm dia with 10 mm perforated holes and bifurcated with SS sheets (3mm thickness) of 8mm holes , MS handle and base.
50
750
37500
code536 - Oil skimmer :Grey water is connected to oil skimmer with 1 hp motor, capacity tank of 1200mm x 1200mm x 2200mm.
50
1250
62500
code537 - Internal Plumbing works and matrix system: I. Plumbing works of PVC pipe inlet and outlet of 110 mm dia PN-6 PVC setup on both side, II. 90 mm dia PN-6 PVC internal riser pipe setup from water level to the bottom of each partition wall. First partition wall with a length of 1350mm, second partition wall with a length of 1310 mm. The outlet riser pipe with a length of 1130mm. III. 75 mm dia PN-6 PVC air vent pipe setup with endcap at top of the tank. IV. The ABD RCC tank is equipped with an internal matrix (12 mm thick) fixed. Placed on each wall of the tank as follows, Chamber one: 4.3m sq area 12mm thick matrix , 4 nos , each on 4 side of the first chamber, Chamber Two: 4.1 m sq area 12mm thick matrix , 3 nos, each on 3 walls of the second chambe, Chamber three: 3.9 m sq area 12mm thick matrix , 2 nos, each on 2 walls of the third chamber , meeting the ratio as per the DRDO. The matrix supporting system with nut and bolt - SS 304, 2 nos per feet, drilled to fix the matrix to the wall with washer and water proof concealer and SS strip rod - 304 for supporting the matrix with a length per ft of the matrix sheet.
50
10000
500000
code538 - tank is filled with AMI (Anaerobic Microbial Inoculum developed by DRDO). The properties of Aerobic Microbial Inoculum (AMI) are pH - 6.5-8.0, Biogas - Greater than25% of available Inoculum value, Percentage Methane - 40%, MPN for methanogens - Greater than 10 3/ml, Total Solids - 3-4%.
50
24000
1200000
code539 - Aerator :Air blower with motor 2 HP and aeration tank diffuser and pvc pipeline is provided for aeration tank.
1
75000
75000
code540 - Post filter Sand and Carbon Filter.:II. Pressure Sand Filter, Normal Flow 3500 LPH, Filtering Media Graded Pebbles/Sand, M.O.C- MS, Height - 1625 mm, Diameter of 450 mm, Minimum Pressure 2.0Kg/cm2, Maximum Pressure 3.5Kg/cm2, Bursting Pressure 10Kg/cm2, Valve Butterfly valves, vertical type.III. Activated Carbon Filter the normal Flow is 3500 LPH, Filtering Media Activated Carbon, M.O.C -MS, Height of 1625 mm, Diameter of 450 mm, Minimum Pressure 2.0Kg/cm2, Maximum Pressure 3.5Kg/m2, Bursting, Pressure-10Kg/cm2 Valve Butterfly valves of vertical type
50
2400
120000
code541 - Installation Charges :Design Drawing for RCC ABD tank, Aeration Tank, filter feed tank and collection tank according to the site condition, Including Supervision and assistance and site visits.
50
2000
100000
code542 - Labour charges :Fitting charges including Plumbing work, inlet & outlet, labours, skilled manpower with a technical supervisor for unloading, and its installation with crane.
50
4000
200000
code543 - Transportation:Transportation cost involves transiting of 40% of inoculum in a specialized tankers with other material like pipes, matrix, equipment
50
5000
250000
code544 - LIFT :Design,supplying,erecting testing and commissioning of-Passenger/Bed-cum-passenger hospital lif twith speed of 1m trper second,variable voltage variable frequency drive,with or without machine room for the available well size,operating at 415V3phase 50cycles ACsupply,powdercoated/StainlessSteel carentrance door senclosures with suitable colour vinyl flooring,LED carillumination,emergencylight,intercomandfanas desired by the user,centralopening/side opening door withorwithout attend antoperation,7segment display buttons,call register indicator,fireman drive,SS handrails insidecar,full length infraredcurtain incardoor,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 guiderail,counter weight etc.,The total produc t and services shall adheretoI S14665/2016(with lates tamendments)part/section 1to5 with regardstogeneral guidelines offire safety rated doors,MRLL beams,pressures witch,manual changeover for doors during emergency,ARD of 10times with sufficient battery backup and standard dimensions of chaircarand door opening sforallsizesandcapacitiesoflifts including finess certificate and dulyobservingall other safety norms prescribed and adhere toCPWD specifications,PCB Norms,National Electricity Code( NEC),NBC-2016,IEC and Karnataka State Lifts,Escalators and Passengers Conveyers Act 2012 and Rules 2014. The Supplier shall be registered in Government Electrical Inspectorate in the State of Karnataka.Completeing works in all respects..Including all leads & lift incidental charges etc and completing of the works as directed by the engineer incharge...With Out Machine Room-SS Finish 5 stops , 13 passengers
1
1758684
1758684.75
code545 - Fabrication of tree guards after cutting, collecting, debarking and transportation of4 poles of 2.5 m. length and 12 batons of 40 cms length, treating with creosote oilcompletely from bottom to top, fixing side batons and chicken wire mesh of 28gauge to a height of 2m. from the top of the poles (including the cost of chickenwire mesh and creosote oil) Transportation of the tree guards and fixing the treeguards firmly over the seedlings planted in towns/cities complete. (Poles sourced from departmental plantations)(Pg-31 ,I no-7.6 a ,Sr-2022-2023 hoticulture dept)
30
879
26381.7
code546 - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm 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 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 appurtenances required to complete the work.(P.No.8, I.No.1.12 of PW, P&IWTD SR 2023-24)(vol-1)(Including Removing Debries, Average depth) (Average Depth 0.300 m )
49.5
95
4702.5
code547 - Providing and laying Permeable Cement Concrete Paver Block for Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. . all complete as per the direction of Engineer-in-charge(Pg-52 ,I no-6.8.5 ,Sr-2022-2023 vol-3 hoticulture dept)
165
1019
168135
code548 - Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thickconfirming to IS 2509 with suitable size bends, metal/PVC Junctionboxes, adhesive paste etc., and running before concreting the slab. Theconduit should be tied to the reinforcement rods by using bindingwires and unused ways of junction boxes and pipe ends should becovered using PVC end enclosures, run with 18SWG GI fish wirewherever necessary 19/20 mm dia 2 mm thick (Sr-23-24,vol -6,Pg -1 Item no-1.2.1)
350
66
23100
code549 - Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thickconfirming to IS 2509 with suitable size bends, metal/PVC Junctionboxes, adhesive paste etc., and running before concreting the slab. Theconduit should be tied to the reinforcement rods by using bindingwires and unused ways of junction boxes and pipe ends should becovered using PVC end enclosures, run with 18SWG GI fish wirewherever necessary 25 mm dia 2 mm thick (Sr-23-24,vol -6,Pg -1 Item no-1.2.2)
35
78
2730
code550 - Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thickwith suitable size bends, metal junction boxes adhesive paste etc., bygroove cutting in the wall and fixing by bracing U or J hooks andcement plastering upto the wall surface and run with 18 SWG GI fishwire run throughout the conduit wherever necessary 19/20 mm dia 2 mm thick
45
68
3060
code551 - Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thickwith suitable size bends, metal junction boxes adhesive paste etc., bygroove cutting in the wall and fixing by bracing U or J hooks andcement plastering upto the wall surface and run with 18 SWG GI fishwire run throughout the conduit wherever necessary 25 mm dia 2 mm thick (Sr-23-24,vol -6,Pg -1 Item no-1.3.2)
45
79
3555
code552 - IP DOME CAMBERAS-Supplying ,instalation,testing and commissioning of SITC of 1/2.8*2 megapixel progressive CMOS.1920x1080(2MP),2.7mm-13.5mm.F1.4 motorized,with a min illumination of 0005lux/F1.4 (Color,30IRE)0Lux/F1.4 (Iron)30M IR distance , BLC/HLC/WDR(120db)min 2streams,compressionshould be H.265/H, 264H/MJPEG,128GB SD card,ONVIF profiles,profile G& Q,POE camera,opertaing tempreture of 6 degrees all the cameras should haveCE,FCC,UL,IP66,IK10.The prices should include the necessary mounts and brackets, Approved rate
2
20200
40400
code553 - IP BULLET CAMBERAS-Supplying ,instalation,testing and commissioning of SITC of 1/2.8*2 megapixel progressive CMOS.1920x1080(2MP),2.7mm-13.5mm.F1.4 motorized,with a min illumination of 0005lux/F1.4 (Color,30IRE)0Lux/F1.4 (Iron)30M IR distance , BLC/HLC/WDR(120db)min 2streams,compressionshould be H.265/H, 264H/MJPEG,128GB SD card,ONVIF profiles,profile G& Q,POE camera,opertaing tempreture of 6 degrees all the cameras should haveCE,FCC,UL,IP66,IK10.The prices should include the necessary mounts and brackets
3
21700
65100
code554 - Supplying and drawing UTP-CAT6E LAN cable
800
38
30400
code555 - Supply and instalation of 4TB survalance hard disk the rate shallinclude all mounting accessories complete as required, Approved rate
1
14500
14500
code556 - Supply and instalation of 16 port L2 managed poe switch the rate shall include all mounting accessories complete as required, Approved rate
1
40250
40250
code557 - Supply and instalation of I/Os, Approved rate
50
125
6250
code558 - Supply and instalation of 2mtrs patch chord the rate shall include all mounting accessories complete as required,Approved rate
10
125
1250
code559 - Supply and instalation quad face plate camera side with IOS the rate shall include all mounting accessories complete as required,Approved rate
10
225
2250
code560 - Supply and instalation of 43" LED monitor the rate shall include all mounting accessories complete as required,Approved rate
1
60000
60000
code561 - Supply, installation, testing and commissioning electrically driven Terrance pump of capacity 900.0 Lpm at 35.0m Head bronze impeller pump coupled to electrical driven motor with suitable HP with all the necessary accessories, operating on 3Ph 50Hz, 400/440V AC supply including required foundation for pump, anti vibration pad, founadtion bolts etc. complete. Including cost of materials, labour, usage charges of machinery complete as per specifications and control panel is not included. Required GA drawingfor the pump/ foundation shall be submitted by the contractor.PWD Sr-23-24,I.No-15.77
1
90000
90000
code562 - Supplying Installing testing and commission of Electrical Booster pump Control panel for fire fighting system consisting of Feeder For 1 No. of Booster pumps :-1 no of 32 A TPN MCCB (50 KA with 12.5 HP DOL starter with over load relay, single phase preventer ON / OFF push buttons. 1 No. Auto manual selector switch. 1 set of RYB indicating lamps with individual HRC Control Fuses 1 set of RYB indicating lamps with individual HRC Control Fuses 1 no 16 sq.mm 0-800Amps. Ammeter with selector switch and Suitable rated current transformers 1 No.0-800 96 sq. mmVoltmeter and selector Switch PWD Sr-23-24,I.No-15.152
1
35000
35000
code563 - Supplying, installing, testing & commissioning approved make heavy duty (Class 'C') GI pipes and fittings confirming to IS 1239 PI & II, Malleable Specials such as tees, long radius bends, check nuts, unions, flanges,nipples, etc including cutting, threading, welding/flanged joints with necessary GI washers, nuts, bolts etc., for pipes running in pipe shafts, ceiling, over terrace etc., as per drawing and specifications. The quoted rate shall include for necessary chasing in walls, making bore in walls etc., and making good the chased surfaces and bores in cement mortar etc. complete. Price is inclusive of Fittings like couplings, reducers, bends, Tees, etc & all fittings.The scope of work included with One coat of yellow/etching primer & 2 coats of red enamel paint Providing and fabricating MS supports using channel, angle, plates pipes, etc., to take the load of number of pipes and the dia of the pipes as per specification and drawings. Rate quoted shall include for supply and providing necessary welding, cutting, G.I "U" clamps, bolt nuts, washers, anchors fastener etc., as per specification or pipe supports for horizontal / vertical pipes running along wall / column, slab trenches etc., to suit different dia pipes made of GI/MS rods, flats, etc., consists of strap, nuts washers, threaded rod etc., The rate quoted shall also include for giving one coat of zinc chromate primer and two coats of approved enamel paint for pipe supports. The pipe support shall be U type support using 50x50x6mm requires for supporting 80mm, 100mm and 150mm dia single pipe.The
bracket inside the fire shaft shall be 100mm x50x5mm. PWD Sr-23-24,I.No-15.97.4 100mm dia
55
2850
156750
code564 - Wraping and Galing of U/G pipe line work includes one coat of anti corrossion paint (Black) and two coats of Bituminous cloth. including cost of materials, labour, usage charges ofmachinery complete as per specifications.PWD Sr-23-24,I.No-15.98.3 100mm dia
15
250
3750
code565 - Supplying Installing, testing and commissioning of 63mm mm dia single headed Gun mental Hydrant Valve with flanged inlet, stop valve, spindle and cast iron hand wheel. It has a female instantaneous outlet with Blank Cap and is Hydrostatically tested to 21 Kgf/cm2 pressure having a flow rate of 900 LPM at 7 Kgf/cm 2 of pressure with blank cap and wheel as per IS 5290 etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications.PWD Sr-23-24,I.No-15.86
5
10500
52500
code566 - Supplying Installing, testing and commissioning of Reinforced Rubber Lined 2nos .RRL Fire hose of 63mm dia 15m length as per IS 8423 binded with one set of male and Female lnstantainious Gun metal coupling as per IS 903 complete including cost of materials, labour, usage charges of machinery complete as per specifications.PWD Sr-23-24,I.No-15.88
5
5000
25000
code567 - Supplying Installing, testing and commissioning of Gun metal Branch pipe size of 63mm dia x19mm dia as per IS 903 complete including cost of materials, labour, usage charges of machinery complete as per specifications.PWD Sr-23-24,I.No-15.87
5
4500
22500
code568 - Supplying Installing, testing and commissioning of 19mm dia 40.0m length hose with rubber lining smooth bore, reinforced of natural/synthetic fibres, a rubber cover finish shall be smooth, fluted or fabric marked with minimum thickness of 1.50mm and to with stand a working pressure of 10Kgf/sqcm confirms & tested as per IS 444/ IS 12585 including cost of materials, labour, usage charges of machinery complete as per specifications.PWD Sr-23-24,I.No-15.92
5
6000
30000
code569 - Supplying Installing, testing and commissioning of Hose cabinet made out of 18 gauge M.S.sheet with double glass door with lacing arrangement and painted with two coats of Fire red Enamel paint at outer ise of the Box and two coats of white enamel paint at inner side of the box is to accomodated 2 Nos. of Fire hose box size 20"x24"x10" complete including cost of materials, labour, usage charges of machinery complete as per specifications.PWD Sr-23-24,I.No-15.89
5
6500
32500
code570 - Butterfly valve :Supplying, installing , testing and commissioning of PN16 CI butterfly valves of confirming to IS 13039 with necessary nuts & bolts etc., complete etc., complete as per specificaiton with all lead and lift, loading unloading, labour, hire charges of machineries and all such incidental charges necessary for successful completion of work and as per directions of the Engineer-in-charge of the workPWD Sr-23-24,I.No-15.127.3 100mm dia
3
9000
27000
code571 - Wafer type reflux valve Supplying installing, testing and commissioning of PN16 CI "Non Return Valve " confirming to IS 13039 with necessary bolts and nuts etc complete includes cost of all materials labour charges with all lead lift loading and unloading transportation etc complete etc., complete as per specificaiton with all lead and lift, loading unloading, labour, hire charges of machineries and all such incidental charges necessary for successful completion of workand as per directions of the Engineer-in-charge of the workPWD Sr-23-24,I.No-15.128.3100mm n.b
2
7120
14240
code572 - Strainersupply and installing testing and commissioning of CI " Y " stainer confirming to IS standard with necessary bolts and nuts complete includes cost of all materials labour charges with all lead lift loading and unloading transportation etc complete. ---- etc., complete as per specificaiton with all lead and lift, loading unloading, labour, hire charges of machineries and all such incidental charges necessary for successful completion of work and asper directions of the Engineer-in-charge of the work PWD Sr-23-24,I.No-15.129.3 100mm n.b
1
12390
12390
code573 - Supplying Installing, testing and commissioning of 100mm dia 2 way Fire brigade inlet connection of 2 nos. 63 mm dia. including cost of materials, labour, usage charges of machinery complete as per specifications.PWD Sr-23-24,I.No-18.19
1
33000
33000
code574 - Pressure Gauges :Supply, Installation, testing and commissioning stainless-steel Pressure Gauges with stainless steel 'U' tube, ball valve, 100mm dial diameter and calibrated with 0-15 Kg/cm2 etc., all complete as per specifications and direction of Engineer-In-Charge.MR
1
4350
4350
code575 - Pressure switch :Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required.PWD Sr-23-24,I.No-18.22
1
1546
1546
code576 - Fire fighting Electrical supply of the following XLPE armoured cable 1100V Grade with ISI mark standard / Soild, alumnimum conductor complete with crimping type lugs and Glands etc completed.4 C x 16 Sqmm. Main panel to Jockey pumps - Rs. 1,83,442/KM PWDSr-23-24,I.No-15.32.05
10
183
1834.4
code577 - Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. PWDSr-23-24,I.No-6.3.1 25 x 3mm GI strip
10
115
1150
code578 - Supplying Installing, testing and commissioning of Gun metal AIR RELEASE VALVE SIZE OF 25mm dia including cost of materials, labour, usage charges of machinery complete as per specifications. Complete PWDSr-23-24,I.No-15.86
1
1500
1500
code579 - Supply, installation in position, testing and commissioning of 2Kg C02 Gas aluminium body Squeeze grip Fire Extinugisher, Used Unused Mechanism, Squeeze Grip, Gross Weight 5.16 Kg. empty Weight 3.16Kg. Can Height 615M M Diameter 111MM, Discharge Time less than 8 Sees, Controllable discharge mechanism, Applicable on Class 8&C Fire, 8 Rating 138, Can Constuction: Cold Impact Extrusion, Valve Construction : Forging & Machining, Internal Coating of Can : Not Applicable, External coating of Can : Spray Painting, Aluminium metal ISO & PESO Approved, 3 Year Warranty. including cost cost of supporting materials like MS stand & accessaries if it is fixing n floor / MS brackets & accessories if it is fixing on wall,, labour, usage charges of machinery complete as perspecifications. complete.PWD Sr -23-24,Ino-15.38
2
4100
8200
code580 - Supply and installation of 4.5Kg C02 Gas Type aluminium body Squeeze grip Fire Extinugisher, Trolley Mounted, Easy Weight Management, Used Unused Mechanism, Squeeze Grip, Gross Weight 11.16Kg. empty Weight 6.66Kg. Can Height 860MM Diameter 140MM, Discharge Time less than10 Sees, Controllable discharge mechanism, Applicable on Class 8&C Fire, 8 Rating 138, Can Constuction : Cold Impact Extrusion, Valve Construction : Forging & Machining, Internal Coating of Can : Not Applicable, External coating of Can : Spray Painting, Aluminium metal ISO & PESO Approved, 3 Year Warranty. including cost cost of supporting materials like MS stand & accessaries if it is fixing n floor / MS brackets & accessories if it is fixing on wall,, labour, usage charges of machinery complete as per specifications. complete. PWD Sr -23-24,Ino-15.39
2
7500
15000
code581 - Supply and installation of 9 Ltr Fire Extinugisher Aqueous Film- Forming Foam Type, Stored Pressure Type, Pressure Gauge, Gross Weight 15.1Okg. empty weight 6.10kg Can Height 615 MM, Diameter 175 MM, Discharge Time less than 60 Sees, Controllable discharge mechanism (Squeeze grip with easy snap safety seal), Range minimum 6 Meters, applicable on Class A,8,CARating 13A, 8 Rating 558, Can Construction; Deep drawn & CO, Mig welded, Valve Construction: Forging & Machining, Internal Coating of Can : Epoxy Powder coating, External Coating of Can : Epoxy PoIyster Powder coating, Sheet metal thickness: 2.0MM, lSI and EN Approved, Helium Leak Detection Tested, 1 Years Warranty with instalert system with Superior quality EPDM Rubber Hosepipe etc., including cost cost of supporting materials like MS stand & accessaries if it is fixing n floor / MS brackets & accessories if it is fixing on wall,, labour, usage charges of machinery complete as per
specifications. completePWD Sr -23-24,Ino-15.4
1
8100
8100
code582 - Supply, installation in position, testing and commissioning of 6kg Fire Extinguisher Mono Ammonium Phosphate Powder 90, Stored Pressure Type, Pressure Gauge, Gross Weight 9.40 Kg, empty weight 3.4 Kg, Can Height 480MM, Diameter 160MM, Discharge Time less than 13 Sees, Controllable discharge mechanism (Squeeze grip with easy snap safety seal), Range minimum 4 meters, applicable on Class A,B, C and electrically started Fire, A Rating 3A, B Rating 21B, Can construction : Deep drawn & Co., Mig welded, valve Construciton : Forging and Mechining, Internal Coating of Can: Epoxy powder coating, External Coating of Can: Epoxy Polyster power coating, Sheet metal thickness: 1.60MM, 5 years Warranty with instalert system with Superior quality EPDM Rubber Hosepipe etc., including cost of materials, labour, usage charges of machinery complete as per specifications. complete IS 15683 and CE Approved PWD Sr -23-24,Ino-15.8
5
2550
12750
code583 - Green mist Extinguishers : Supply and installation of 6 Ltr Watermist technology base, Stored pressure type, Rating -8A. 34B & 40F, Mild steel body t, Tamper- proof safety seal, Effective on Class-A, Class-B, Class-F and Electrically Started Fires, Built-in pressure gauge, lnstalert, Uses distilled water, Gross Weight 12.15 Kg, empty Weight 6.15kg, can Height 615mm Diameter 175M M, Controllable discharge mechanism (Squeeze grip with easy snap safety seal), Can Construction: Deep drawn & C02 Mig welded, Valve Construction: Forgin & Machining, ERDA approved, Sheet metal thickness : 2.00MM, Discharge Time : Min. 64 Sec., 5 Year Warranty with instalert system with Superior quality EPDM Rubber Hosepipe etc., including cost cost of supporting materials like MS stand & accessaries if it is fixing n floor / MS brackets & accessories if it is fixing on wall,, labour, usage charges of machinery complete as per specifications. completePWD Sr -23-24,Ino-15.49
5
7700
38500
code584 - Supplying Installation testing and Commissiong of Micro process base Fire alram Control panel having power regulation Circuit, which conner to 230 AC to @ V.D.C. Indicating FIRE-FAULT, Test facility also with work test facility arrangement, provided in the panel. All this electronic circuits componets are assembled in M.S.16 gauge suitable panel cabinet with glass Fraonted and locking arrangements including cost of all mateials etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications PWD Sr -23-24,Ino-15.99.1 8 Zone capacity
1
30000
30000
code585 - Supplying Installing, testing and commissioning of Resettable type Manual Call point . works on 24V DC LED indicator with glass Fronted. Fire Symbol .The red Manual Call Point is approved to EN54-11 standard. MECHANICAL CONSTRUCTION The component parts of the call point are moulded in polycarbonate or ABS, depending on their function.PWD Sr -23-24,Ino-15.101
5
1500
7500
code586 - Supplying Installing, testing and commissioning of electronic Hooter, it conists of electronic circuit to give dual Fire alaram sound with works. 24V DC with speaker all encased in suitable in MS 16 gauge red painted box. complete including cost of materials, labour, usage charges of machinery
complete as per specifications.PWD Sr -23-24,Ino-15.102
5
1500
7500
code587 - Supplying and drawing of 2 Core X 1.5 Sqmm copper conductor armoured cablePWD Sr -23-24,Ino-15.105
88
150
13200
code588 - Providing, laying and jointing PVC pipes conforming to IS 4085-1960 & 7634-1975 and approved makes with necessary accessories such as collars, bends, elbows, tee, nipples, plugs with cuts and threads using jointing ring with solutions, wherever necessary as per the directions of the field Engineer including all lead and lift.PWD Sr -23-24,Ino-1.1.1, 25mm dia
44
68
2992
code589 - Cable trays Supplying and Installing follwing size of perforated painted with powder coating M.S.Cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts and nuts. painting suspenders etc as required. 300 X 50 x 1.6mm thick PWD Sr -23-24,Ino-4.1.4
10
777
7770
code590 - Supplying Installing, testing and commissioning of P.A.System console panel with push button with speaker and indictoron Accomdated in M.S.Cabinet with painting including cost of materials, labour, usage charges of machinery complete as per specifications 10 Zone cansole. Complete PWD Sr-23-24,Ino-15.108
1
35000
35000
code591 - P.A.System amplifier 250W RM S out put with complete wiring and controls accessable form front
1
35250
35250
code592 - Supplying Installing, testing and commissioning of Public address system (Two way comminication type) as per requirement of Fire Force authority and which Generally comprise of Supplying Installing, testing and commissioning of Approved make 6 W.wall mounted speaker with talk back facility with store enamel painted M.S.Sheet hosing etc. complete including cost of materia ls, labour, usage charges of machinery complete as per specifications.PWD Sr-23-24,Ino-15.107
5
2450
12250
code593 - Supplying and drawing of 2 Core X 1.5 Sqmm copper conductor armoured cable.PWD Sr-23-24,Ino-15.105
77
150
11550
code594 - Supplying heavy gauge PVC conduit pipe 19/20dia 2mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws.PWD Sr-23-24,Ino-1.1.1
77
68
5236
code595 - Supplying, installation, testing and commissioning of solar hot waterheater comprising of solar Flat Plate Collector (FPC) of size2120x1040x100mm and stainless steel hot water storage tank with stainless steel heat exchanger absorber made of copper sheet andcopper tube of following capacity aluminium box collector withappropriate capacity electrical back up arrangement excluding inletand out let pipes. SS Model with 100mm thick of 48Kg/M3density Rock wool insulation with 22SWG Aluminiumcladding.(P.No.34, I.No7.3.3 (Vol-6) of KPTCL SR 2023-24) 300L
5
69986
349930
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