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 Date29 Oct 2024
Closing Soon30 Nov 2024
Tender Amount₹ 6,67,84,384.98
Costs
EMD
₹ 10,05,000Document Cost
Refer DocumentsTender Fee
₹ 5,000
Description
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Contact
Tender Id
KHB/2024-25/BD/WORK_INDENT395Tender No
KHB/2024-25/BD/WORK_INDENT395Tender Authority
Karnataka Housing Board ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
GEM & Bid Advisory Services
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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 consider 20% of hard rock
1525.8
185
283569.93
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
123
71305.689
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.,
104.99
5947
624396.528
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
7185
1511943.7586
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
11309
79620.7104
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
8.51
11309
96246.0576
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
12214
339936.7708
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
12336
309039.345
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
12460
312129.513
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
12584
315250.743
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
12710
318403.536
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 & lift
3.86
12837
49554.0238
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
2.02
12837
25932.4166
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
6.88
7903
54377.2496
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
3.87
7982
30893.049
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
3.87
8062
31201.7976
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
3.87
8143
31513.9518
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
3.87
8224
31829.1246
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
3.23
8306
26831.0609
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
40.29
7903
318438.8643
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
28.85
10777
310937.5105
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
11496
300971.5632
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
11611
288538.32
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
11727
291423.6535
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
11844
294337.5645
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
11963
297281.2955
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
12082
36852.113
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
12082
20298.8688
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
10777
970211.2546
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
10885
792246.69
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
10994
800164.4262
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
11104
808165.1316
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
72.96
11215
818271.2064
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
11327
92092.4937
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
11327
58336.5735
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
10418
24066.6657
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
10522
36197.916
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
10627
36559.8728
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
10734
36925.4416
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
10841
37294.7256
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
10949
3832.4685
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
11496
31959.5472
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
11611
30769.68
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
11727
31077.3715
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
11844
31388.1105
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
11963
31702.0295
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
12082
4470.5842
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
10777
58954.1831
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
10885
59543.685
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
10994
60138.7663
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
11104
60740.4663
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
11215
61347.9098
code56 - 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
2.55
11215
28599.117
code57 - 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
13.73
6724
92323.266
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)60kg/Cum is considered for footing
15222.96
93
1429892.6328
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, Below plinth
2979.9
93
279902.007
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, Ground floor
9739.8
93
914859.414
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, first floor
8766.45
94
831673.1115
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, Second floor
8766.45
95
839913.5745
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, Third floor
8766.45
96
848329.3665
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, Fourth Floor
8766.45
97
856745.1585
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, Head room
1352.4
98
133495.404
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)350kg/Cum is considered for Column, OHT
705.6
98
69649.776
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 for Beam,Plinth Beam
6491.34
93
609731.5662
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 forGround floor
5891.54
93
553392.3522
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 first floor
5592.04
94
530516.8348
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 Second floor
5592.04
95
535773.3524
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 Third floor
5592.04
96
541141.7108
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 Fourth Floor
5592.04
97
546510.0692
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 Head room
686.88
98
67801.9248
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), 225kg/Cum is considered for OHT
377.46
98
37259.0766
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, GF
166.56
93
15644.9808
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,first floor
159
94
15084.33
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,Second floor
159
95
15233.79
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,Third floor
159
96
15386.43
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,Fourth Floor
159
97
15539.07
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), Lintel Beams, 60kg/Cum is considered for Beam,Head room
21.9
98
2161.749
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, Ground floor
7651.28
93
718684.7304
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, first floor
6186.43
94
586906.6141
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, Second floor
6186.43
95
592721.8583
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, Third floor
6186.43
96
598660.8311
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, Fourth Floor
6186.43
97
604599.8039
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, Head room
691.31
98
68239.2101
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),Slab, 85kg/Cum is considered for Slab, OHT
437.75
98
43210.3025
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, Ground floor
655.8
93
61599.294
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, first floor
655.8
94
62215.746
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, Second floor
655.8
95
62832.198
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, Third floor
655.8
96
63461.766
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),120kg/Cum is considered for Stair Case, Fourth Floor
655.8
97
64091.334
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),120kg/Cum is considered for Stair Case, Fourth Floor
305.88
98
30193.4148
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, Ground floor
826
93
77586.18
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, first floor
464.09
94
44028.2183
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, Second floor
464.09
95
44464.4629
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, Third floor
464.09
96
44909.9893
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), Lift concrete wall, 120kg/Cum is considered for lift concrete wall, Fourth Floor
464.09
97
45355.5157
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), Lift concrete wall, 120kg/Cum is considered for lift concrete wall, Head room lift
387.63
98
38290.0914
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), Curtain wall, 85kg /Cum is considered for Curtain wall
3424.31
93
321645.4383
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, Ground floor
196.03
93
18413.0979
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, first floor
292.04
94
27705.8348
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, Second floor
292.04
95
27980.3524
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, Third floor
292.04
96
28260.7108
code105 - 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
97
28541.0692
code106 - 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
98
2947.5952
code107 - 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)
573.24
279
160105.932
code108 - 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)
248.54
279
69417.222
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)
267.74
1375
368276.37
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)First floor
249.11
1389
346078.5586
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), Second floor same as first floor Qty
249.11
1403
349538.6965
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),Third floor same as Second floor Qty
249.11
1417
353036.2009
code113 - 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
249.11
1431
356566.0896
code114 - 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
39.97
1445
57783.4299
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), Ground floor (150 mm wall)
221.05
1292
285718.1775
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), First floor
304.75
1305
397845.03
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), Terrace floor
159.24
1358
216324.3552
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), Second floor same as first floor Qty
304.75
1318
401822.0175
code119 - 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
1331
405841.67
code120 - 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
1345
409897.8925
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), Ground floor
36.14
1159
41893.488
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), First floor
115.76
1170
135530.6504
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), Second floor
115.76
1182
136887.3576
code124 - 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
1194
138255.6408
code125 - 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
1206
139637.8152
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 Engineer in-charge, (P.No.40, Vol- 2 , I.No.8.6.1 of PW, P&IWTD SR 2023-24), Ground floor
566.46
221
125499.213
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 Engineer in-charge, (P.No.40, Vol- 2 , I.No.8.6.1 of PW, P&IWTD SR 2023-24), First floor
478.18
345
165431.1528
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 Engineer in-charge, (P.No.40, Vol- 2 , I.No.8.6.1 of PW, P&IWTD SR 2023-24), Second floor
478.18
349
167085.6556
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 Engineer in-charge, (P.No.40, Vol- 2 , I.No.8.6.1 of PW, P&IWTD SR 2023-24), third floor
478.18
352
168759.2856
code130 - 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 Engineer in-charge, (P.No.40, Vol- 2 , I.No.8.6.1 of PW, P&IWTD SR 2023-24), fourth floor
478.18
356
170442.4792
code131 - 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 Engineer in-charge, (P.No.40, Vol- 2 , I.No.8.6.1 of PW, P&IWTD SR 2023-24), Terrace floor
49.7
360
17892.497
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 - Ground Floor
1061.87
253
268706.2035
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 First floor
1141.16
255
291657.6728
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 Second floor
1141.16
258
294567.6308
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 Third floor S
1141.16
260
297523.2352
code136 - 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
263
300490.2512
code137 - 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
265
23156.2665
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 - Ground floor
565.7
292
165721.815
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 -First Floor
457.44
295
135347.3472
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 -Second floor
457.44
298
136696.7952
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 -Third floor
457.44
301
138064.5408
code142 - 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
304
139446.0096
code143 - 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
307
77431.82
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) Ground floor
367.61
1202
441959.1225
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)First floor
317.34
1214
385336.4418
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) Second floor
317.34
1226
389188.9494
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) Third floor
317.34
1238
393085.8846
code148 - 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
1251
397017.7272
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 (P.No.60, Vol- 2 , I.No.9.12.2 of PW, P&IWTD SR 2023-24) Terrace floor
3.76
1263
4751.0608
code150 - 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
2589
185730.489
code151 - 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
1202
13369.02
code152 - 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
2189
220610.7225
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) First floor
123.63
2211
273363.2382
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)Second floor
123.63
2233
276096.6975
code155 - 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
2255
278856.1191
code156 - 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
2278
281645.2119
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 - Ground floor
15.59
933
14552.4855
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 -First floor
92.26
942
86982.728
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 - Second floor Same
92.26
952
87851.8172
code160 - 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
961
88731.055
code161 - 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
971
89618.5962
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) Ground floor
131.95
1521
200755.3275
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) First floor
209.36
1536
321719.3248
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) Second floor
209.36
1552
324935.0944
code165 - 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
209.36
1567
328184.3616
code166 - 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
209.36
1583
331465.0328
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 = Ground floor
10
1066
10668
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 =First floor
16
1077
17239.52
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 = Second floor
16
1088
17411.84
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 =Third floor
16
1099
17585.92
code171 - 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
1110
17761.76
code172 - 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
1121
2242.42
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) - ground floor
1.71
103755
177422.3325
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) -First floor
1.85
104793
193867.6235
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) -Second floor
1.85
105841
195806.294
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) -Third floor
1.85
106899
197764.371
code177 - 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
107968
199742.0395
code178 - 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
109048
28352.571
code179 - 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
7816
18602.556
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 - Ground floor
28.46
3155
89798.415
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 -First floor
33.08
3186
105419.344
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 -Second floor
33.08
3218
106473.6036
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 -Third floor
33.08
3250
107538.118
code184 - 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
3283
108613.5488
code185 - 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
3316
19167.5782
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 - Ground floor
9.9
802
7941.78
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 -First floor
123.75
810
100264.725
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 -Second floor
123.75
818
101257.2
code189 - 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
826
102250.9125
code190 - 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
834
103243.3875
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 - Ground floor
3.15
3659
11526.6375
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 -First floor
39.38
3695
145542.1792
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 -Second floor
39.38
3732
146997.2702
code194 - 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
3770
148467.7194
code195 - 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
3807
149952.3454
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 - Ground floor
63.55
7070
449342.985
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 -First Floor
78.01
7141
557101.3941
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 -Second Floor
78.01
7212
562672.0882
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 -Third Floor
78.01
7284
568298.1694
code200 - 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
7357
573981.1979
code201 - 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
7431
31954.934
code202 - 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
176
1654774.884
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 Ground floor
10
1104
11046
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 First floor
16
1115
17850.4
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 Second floor
16
1126
18028.8
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 -Third floor
16
1138
18208.96
code207 - 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
1149
18391.04
code208 - 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
1160
2321.84
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) Ground floor
30
456
13702.5
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) First floor
48
461
22143.36
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) Second floor
48
465
22364.64
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) Third floor
48
470
22587.84
code213 - 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
475
22813.44
code214 - 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
480
2880.18
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) Ground floor
10
247
2478
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) First floor
16
250
4004.48
code217 - 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
252
4044.48
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) Third floor
16
255
4084.8
code219 - 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
257
4125.6
code220 - 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
260
520.84
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) Ground floor
20
261
5229
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) First floor
32
264
8450.56
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) Second floor
32
266
8534.72
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) Third floor
32
269
8620.16
code225 - 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
272
8706.24
code226 - 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
274
1098.76
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) Ground floor
44
288
12705
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) First floor
64
291
18664.96
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) Second floor
64
294
18851.84
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)Third floor
64
297
19040
code231 - 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
300
19230.08
code232 - 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
297
2381.52
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) - Ground floor
462.5
593
274378.125
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) -First floor
187.5
599
112346.25
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) -Second floor
187.5
605
113471.25
code236 - 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
611
114605.625
code237 - 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
617
115751.25
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 - Ground Floor
87.19
292
25542.3105
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 - First floor
224.11
295
66309.6668
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 - Second floor
224.11
298
66970.7913
code241 - 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
301
67640.8802
code242 - 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
304
68317.6924
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) Ground floor
1628.33
105
170974.65
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) First floor
1619.34
106
171731.007
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) Second floor
1619.34
107
173447.5074
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) Third floor
1619.34
108
175180.2012
code247 - 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
1619.34
109
176929.0884
code248 - 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
202.77
110
22377.6972
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) Ground floor
1628.33
163
266720.454
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) First floor
1619.34
165
267903.6096
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) Second floor
1619.34
167
270575.5206
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) Third floor
1619.34
168
273279.8184
code253 - 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
1619.34
170
276016.503
code254 - 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
202.77
172
34908.8832
code255 - Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (P.No.46, I.No.8.30 of PW, P&IWTD SR 2023-24)(vol-2) External painting Ground floor
565.7
55
31481.205
code256 - Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (P.No.46, I.No.8.30 of PW, P&IWTD SR 2023-24)(vol-2) External painting First floor
457.44
56
25712.7024
code257 - Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (P.No.46, I.No.8.30 of PW, P&IWTD SR 2023-24)(vol-2) External painting Second floor
457.44
56
25964.2944
code258 - Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (P.No.46, I.No.8.30 of PW, P&IWTD SR 2023-24)(vol-2) External painting Third floor
457.44
57
26225.0352
code259 - Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (P.No.46, I.No.8.30 of PW, P&IWTD SR 2023-24)(vol-2) External painting Fourt floor
457.44
57
26490.3504
code260 - Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (P.No.46, I.No.8.30 of PW, P&IWTD SR 2023-24)(vol-2) External painting head room parapet
251.5
58
14710.235
code261 - 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)
565.7
133
75436.095
code262 - 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
457.44
134
61608.0192
code263 - 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
457.44
136
62225.5632
code264 - 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
457.44
137
62843.1072
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)Third floor
457.44
138
63478.9488
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)Fourth floor
251.5
140
35245.21
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)Head room
416.96
120
50347.92
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) Door shutters Ground floor
37.26
120
4499.145
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) Door shutters First floor
37.8
121
4610.088
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) Door shutters secnd floor
37.8
123
4656.204
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) Door shutters third floor
37.8
124
4702.32
code272 - 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) Door shutters Fourth floor
37.8
125
4749.192
code273 - 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) Door shutters terrace floor
6.12
126
776.628
code274 - 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
857
514710
code275 - 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
551
241833.375
code276 - 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
840
34784.4
code277 - 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
2476
22738.401
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)
2.54
6724
17079.468
code279 - 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
6639
15203.6535
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) Ground floor
850
46
39270
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) first floor
1300
46
60658
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) Second floor
1300
47
62023
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) Third floor
1300
48
62634
code284 - 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
48
63271
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 Ground floor
2.52
4701
11848.788
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 First floor
2.52
4748
11967.2784
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 Second floor
2.52
4796
12086.928
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 Third floor
2.52
4844
12207.7872
code289 - 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
4892
12329.8812
code290 - 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
1981
821368.6425
code291 - 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
1218
10964.97
code292 - 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
305
5506.2
code293 - 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
2507
10154.97
code294 - 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
1292
48108.711
code295 - 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
292
6034.77
code296 - 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
2117
17726.4045
code297 - 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
305
5726.448
code298 - 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
5594
76475.448
code299 - 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
4972
10442.229
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 (P. No. 5, Sl. No. 2.1.1, Vol-6, Part-III of PWD Ele SR 2023-24)
184
285
52440
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 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
code302 - 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
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 3 Way (P. No. 8, Sl. No. 3.4.2, Vol-6, Part-III of PWD Ele SR 2023-24)
185
159
29415
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 4-5 Way (P. No. 8, Sl. No. 3.4.3, Vol-6, Part-III of PWD Ele SR 2023-24)
60
177
10620
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 6Way (P. No. 8, Sl. No. 3.4.4, Vol-6, Part-III of PWD Ele SR 2023-24)
215
220
47300
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 8Way (P. No. 8, Sl. No. 3.4.5, Vol-6, Part-III of PWD Ele SR 2023-24)
15
261
3915
code307 - 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
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.(P. No. 8, Sl. No. 3.5.2, Vol-6, Part-III of PWD Ele SR 2023-24) 3 Module
185
161
29785
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 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
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 box6 Module (P. No. 8, Sl. No. 3.5.4, Vol-6, Part-III of PWD Ele SR 2023-24)
215
234
50310
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 box 8 Module (P. No. 8, Sl. No. 3.5.5, Vol-6, Part-III of PWD Ele SR 2023-24)
15
284
4260
code312 - 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
code313 - 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
code314 - 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
code315 - 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
code316 - 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
code317 - 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
code318 - 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
code319 - 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
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.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
code321 - 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
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.1.5 sqmm (P. No. 5, Sl. No. 2.3.2, Vol-6, Part-III of PWD Ele SR 2023-24)
11820
26
307320
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. 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
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. 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
code325 - 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
code326 - 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
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 60898.6-32A SP MCB (P. No. 17, Sl. No. 5.18.1, Vol-6, Part-III of PWD Ele SR 2023-24)
76
415
31540
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 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
code329 - 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
code330 - 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
code331 - 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
code332 - 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
code333 - 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
code334 - 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
code335 - 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
code336 - 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
code337 - 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
code338 - 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
code339 - 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
code340 - 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
code341 - 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
code342 - 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
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 IEC60898.40 A DP (P. No. 17, Sl. No. 5.18.5, Vol-6, Part-III of PWD Ele SR 2023-24)
2
1060
2120
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 IEC60898.50-63 A DP (P. No. 17, Sl. No. 5.18.7, Vol-6, Part-III of PWD Ele SR 2023-24)
5
1717
8585
code345 - 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
code346 - 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
code347 - 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
code348 - 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
code349 - 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
code350 - 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
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) 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
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) 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
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) 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
code354 - 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
code355 - 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
code356 - 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
code357 - 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
code358 - 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
code359 - 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
code360 - 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
code361 - 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
code362 - 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
code363 - 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
code364 - 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
code365 - b)25x3mm Copper strip (Page No. 55, Item No.12.58.7)
40
570
22800
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) GI wire 8 SWG
20
19
380
code367 - 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
code368 - 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
code369 - 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
code370 - 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
code371 - 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
code372 - 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
code373 - 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
code374 - 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
code375 - 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
code376 - EARTH LEAKAGE RELAY (P. No. 18, Sl. No. 5.21, Vol-6, Part-III of PWD Ele SR 2023-24)
1
9255
9255
code377 - 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
code378 - 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
code379 - 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
code380 - 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
code381 - 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
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 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
code383 - 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
code384 - 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
code385 - 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
code386 - 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
code387 - 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
code388 - 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
code389 - 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
code390 - 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
code391 - 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
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) GI wire 8 SWG
150
19
2850
code393 - 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
code394 - 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
5128
266666.4
code395 - 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
5079
20319.6
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: 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
3236
6472.2
code397 - 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
321
642.6
code398 - C.P. Brass stop cock (concealed) 15 mm - GF Toilet SR-2023-2024, Vol-2,Pg no-166,A-16
2
551
1102.5
code399 - 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
96
193.2
code400 - 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
95
191.1
code401 - 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
520
21873.6
code402 - 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
1281
2562
code403 - 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
152
6394.5
code404 - 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
300
48348.3
code405 - 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
5898
11797.8
code406 - 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
3030
6060.6
code407 - 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
575
32222.4
code408 - 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
256
18446.4
code409 - 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
4184
8368.5
code410 - 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
1135
2270.1
code411 - 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
1897
3794.7
code412 - 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
8566
17133.9
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: - 50mm nominal bore pipes, From Wash basin, Sink & Urinal line SR-2023-2024, Vol-5,Pg no-113,I no10.1.3
110
106
11665.5
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 75mm dia., 6 kg/sqcm & class 3
285
231
65835
code415 - 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
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: - 50mm SR-2023-2024, Vol-5,,I no10.15.3
110
42
4620
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: - 75mm SR-2023-2024, Vol-5,,I no10.15.5
285
79
22743
code418 - 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
117
32340
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, 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
397
183057
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, 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
333
99502.2
code421 - 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
420
27300
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 20 mm dia GM (Copper alloy) Gate valves SR-2023-2024, Vol-2,Pg no-122,I no11.5.2
8
932
7459.2
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 25 mm dia GM (Copper alloy) Gate valves SR-2023-2024, Vol-2,Pg no-122,I no11.5.3
3
1227
3682.35
code424 - 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
1404
18263.7
code425 - 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
227
28481.25
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 - 25 mm nominal dia Pipes SR-2023-2024, Vol-2,Pg no-122,I no-13.33.3
30
310
9324
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 - 32 mm nominal dia Pipes SR-2023-2024, Vol-2,Pg no-122,I no-13.33.4
140
390
54684
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 - 40 mm nominal dia Pipes SR-2023-2024, Vol-2,Pg no-122,I no-13.33.5
250
500
125212.5
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 - 50 mm nominal dia Pipes SR-2023-2024, Vol-2,Pg no-122,I no-13.33.6
225
757
170336.25
code430 - 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
1470
29400
code431 - 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
3573
3573.15
code432 - 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
3034
3034.5
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 20 mm dia GM (Copper alloy) Gate valves, SR-2023-2024, Vol-2,Pg no-133,I no-11.2
3
932
2797.2
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 25 mm dia GM (Copper alloy) Gate valves SR-2023-2024, Vol-2,Pg no-133,I no-11.5.3
1
1227
1227.45
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 32 mm dia GM (Copper alloy) Gate valves SR-2023-2024, Vol-2,Pg no-133,I no11.5.4
4
1404
5619.6
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 40 mm dia GM (Copper alloy) Gate valves SR-2023-2024, Vol-2,Pg no-133,I no11.5.5
5
1575
7875
code437 - 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
1772
28358.4
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 20 mm dia GM (Copper alloy) reflex valve SR-2023-2024, Vol-2,Pg no-133,I no11.16.2
1
505
505.05
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 40 mm dia GM (Copper alloy) reflex valve SR-2023-2024, Vol-2,Pg no-133,I no11.16.5
4
754
3019.8
code440 - 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
833
3334.8
code441 - 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
508
12705
code442 - 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
454
8592.885
code443 - 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
300
3003
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 75mm dia., 6 kg/sqcm & class 3 - Waste pipe, SR-2023-2024, Vol-2,Pg no-113,I no10.1.5
25
231
5775
code445 - 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
431
19419.75
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: - 75mm - Waste pipe, SR-2023-2024, Vol-2,Pg no-121,I no10.15.5
25
79
1995
code447 - 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
117
5292
code448 - 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
604
54432
code449 - 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
5219
10439.1
code450 - 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
5726
22906.8
code451 - 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
30499
30499.35
code452 - 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
31007
31007.55
code453 - 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
508
20582.1
code454 - 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
454
18413.325
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 75mm dia., 6 kg/sqcm & class 3, SR-2023-2024, Vol-2,Pg no-113,I no10.1.5
10
231
2310
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 110mm dia., 6 kg/sqcm & class 3, SR-2023-2024, Vol-2,Pg no-113,I no10.1.7
120
431
51786
code457 - 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
648
25956
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: 75mm, SR-2023-2024, Vol-2,Pg no-121,I no10.15.5
10
79
798
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: - 110mm, SR-2023-2024, Vol-2,Pg no-121,I no10.15.7
120
117
14112
code460 - 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
132
5292
code461 - 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
5726
40086.9
code462 - 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
604
72576
code463 - 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
508
21954.24
code464 - 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
454
19640.88
code465 - 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
73485
734853
code466 - 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
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 )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
code468 - 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
code469 - 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
code470 - 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
code471 - Providing,Fixing,testing and commissioning of Air vent cowel 110mm.Approved rate
15
186
2790
code472 - Providing,Fixing,testing and commissioning of Air vent cowel 75mm,Approved rate
20
161
3220
code473 - 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
code474 - 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
code475 - 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
code476 - 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
code477 - Supplying and fixing of SS Grab bar Right 90ºAngle (L shape) with all Accessories (For Disable-friendly Bathroom) Rate analysis
2
6985
13970
code478 - 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 @ 80 C 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
code479 - 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
654
77412.111
code480 - 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
6288
25719.7605
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 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
7578
121249.12
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 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
8093
65230.3054
code483 - 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
11036
73058.5186
code484 - 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
327
12972.96
code485 - 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
389
18386.76
code486 - 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
267
7497
code487 - 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
82
381881.472
code488 - 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
645
25571.7
code489 - Inside Sump bottom area
28
645
18081
code490 - 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
1470
80850
code491 - 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
20682
20682.9
code492 - 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
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 0 to 50 Mtrs
50
740
37000
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 50 to 100 Mtrs
50
928
46400
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 100 to 150 Mtrs
50
986
49300
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 150 to 200 Mtrs
50
1144
57200
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 200 to 250 Mtrs
50
1342
67100
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 250 to 300 Mtrs
50
1480
74000
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 300 to 350 Mtrs
50
1736
86800
code500 - 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
code501 - 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
code502 - 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
code503 - 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
code504 - 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
code505 - 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
code506 - 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
code507 - 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
code508 - 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
code509 - 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
code510 - 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
code511 - 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
code512 - 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
code513 - 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
code514 - 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
code515 - 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
code516 - Labour charges for Laying of 1.1 KV Class UG cable 6 Sqmm to 16 sqmm
30
23
714
code517 - 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
code518 - 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
code519 - 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
code520 - 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
code521 - 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
code522 - 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
code523 - 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
654
14718.375
code524 - 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
6288
2263.842
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 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
8093
72190.3628
code526 - 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
11036
17988.7289
code527 - 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
82
105082.1136
code528 - 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
1052
199.899
code529 - 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
1245
1046.052
code530 - 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
1251
788.508
code531 - 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
404
4042.5
code532 - 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
1228
4668.3
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 103/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
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