Karnataka State Police Housing And Infrastructure Development Corporation Limited 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 State Police Housing And Infrastructure Development Corporation Limited - KSPHCL Tender
Civil And Construction
Building Construction
Opening Date25 Oct 2024
Closing Soon25 Nov 2024
Tender Amount₹ 3,20,53,804.02
Costs
EMD
₹ 4,81,000Document Cost
Refer DocumentsTender Fee
₹ 5,000
Description
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Contact
Tender Id
KSPHIDCL/2024-25/BD/WORK_INDENT134Tender No
KSPHIDCL/2024-25/BD/WORK_INDENT134Tender Authority
Karnataka State Police Housing And Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
2.1.2 15 Vol 1 - Providing and laying in position plain cement concrete Mix 1:4:8( M5) Using 40 mm and down size graded crushed coarse aggregates 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.
164.97
5947
981109.584
2.2.3 15 Vol 1 - Providing and laying in position Reinforced 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 and down size graded crushed coarse aggregates For Column footing.
228.6295
7185
1642707.53009
5.3 9 Vol 2 - Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)
45.58
6515
296965.095
2.5.2 16 Vol 1 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, 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. 2 M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates For Column. Ground Floor
36.08
12214
440708.5408
2.5.2 16 Vol 1 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, 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. 2 M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates For Column.First floor
14.3124
12336
176570.64756
2.5.2 16 Vol 1 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, 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. 2 M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates For Column.Terrace floor
4.38
12459
54570.639
2.4.3 17 Vol 1 - Providing and laying in position Reinforced 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 necesary, 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. M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates For Plinth beam.
71.715
9979
715658.328
1.9 7 Vol 1 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceed- ing 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
364.657
279
101848.7001
1.8 7 Vol 1 - Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.
275.98
497
137355.246
4.1 5 Vol 2 - Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications.
495.36
123
61375.104
vol II 17 6.33 - Providing and constructing load bearing wall with Solid Concrete blocksof 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. Ground Floor
587.748
1292
759693.6774
vol II 17 6.33 - Providing and constructing load bearing wall with Solid Concrete blocksof 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. First floor
441.045
1305
575775.4266
vol II 17 6.33 - Providing and constructing load bearing wall with Solid Concrete blocksof 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. Terrace floor
136.755
1318
180297.792
vol II 17 6.34 - 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. Ground Floor
122.31
1159
141781.752
vol II 17 6.34 - 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. First floor
154.62
1170
181027.5498
2.1.4 15 Vol 1 - 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. Mix 1:3:6 (M10) Using 20 mm and down size graded crushed coarse aggregates For coping & window cills. Ground Floor
5.8
6854
39754.592
Vol I 15 2.1.4 - 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. Mix 1:3:6 (M10) Using 20 mm and down size graded crushed coarse aggregates For coping & window cills. First floor
2.121
6922
14683.21638
Vol I 15 2.1.4 - 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. Mix 1:3:6 (M10) Using 20 mm and down size graded crushed coarse aggregates For coping & window cills. Terrace Floor
1.7685
6991
12364.167105
2.5.2 16 Vol 1 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, 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. for Staircase Ground Floor
4.0365
10777
43504.307145
2.5.2 16 Vol 1 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, 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.First floor
4.0365
10885
43939.32075
2.5.2 16 Vol 1 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, 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. Lintels-Ground Floor
6.2859
11496
72264.215016
2.5.2 16 Vol 1 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, 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. First floor
6.32
11611
73382.784
2.5.2 16 Vol 1 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, 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.Beams-Ground Floor
39.25
11496
451227.42
2.5.2 16 Vol 1 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, 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.First floor
18.82
11611
218522.784
2.5.2 16 Vol 1 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, 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.Terrace floor
18.82
11726
220686.3312
2.5.2 16 Vol 1 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, 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. for Chejja- Ground Floor
1.296
10418
13502.33712
2.5.2 16 Vol 1 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, 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. for Chejja.First floor
1.89
10522
19887.8085
8.16a 44 Vol 2 - Providing lath plaster with cement mortar 1:3, Scms thick with 6mm dia mild steel barsat 20ems.ctoc both horizontally and vertically fixed with chicken mesh for drop chajja.facia, back in cup board sincluding cost of all materials,labour,providing and removing form work usage charges, curing,complete as per specifications.
33
1299
42896.7
2.5.2 16 Vol 1 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, 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. for Roof slab - Ground Floor
143.034
10777
1541581.83282
2.5.2 16 Vol 1 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, 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. for Roof slab -First floor
64.33
10885
700264.215
2.5.2 16 Vol 1 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, 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. for Roof slab -Terrace floor
5.4
10993
59363.712
2.1.6 15 Vol 1 - KSRB 4-1.5 : Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.43cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, plinth and cills, including cost of all materials, labour, HOM of machinery, curing complete as per specifications.Specification No. KBS 4.1, 4.2 Sl.No-4.5/P-12. For Screed concrete with WPC over roof slab. -Ground Floor
2.925
6555
19173.81375
2.1.6 15 Vol 1 - KSRB 4-1.5 : Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.43cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, plinth and cills, including cost of all materials, labour, HOM of machinery, curing complete as per specifications.Specification No. KBS 4.1, 4.2 Sl.No-4.5/P-12. For Screed concrete with WPC over roof slab. -First floor
34.05
6555
223202.8575
2.11.a Vol 1 - Providing Thermo-Mechanically Treated bars of grade Fe-500 D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) No. KBS 4.6.3-Ground Floor
53.572
93929
5032009.9242
2.11.a Vol 1 - Providing Thermo-Mechanically Treated bars of grade Fe-500 D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) No. KBS 4.6.3-First floor
10.96
94869
1039765.884
2.11.a Vol 1 - Providing Thermo-Mechanically Treated bars of grade Fe-500 D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) No. KBS 4.6.3-Third Floor
0.72
95808
68982.084
8.9 42 Vol 2 - Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.-Ground Floor
921
404
372314.25
8.9 42 Vol 2 - Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.-First floor
544.7
408
222395.563
8.9 42 Vol 2 - Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.-Terrace Floor
53.77
412
22171.5218
8.10 43 Vol 2 - Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 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. For Ceiling-Ground Floor
795.659
276
220349.80346
8.10 43 Vol 2 - Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 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. For Ceiling-First floor
208.3476
279
58276.907196
8.10 43 Vol 2 - Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 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. For Ceiling-Terrace Floor
20.16
282
5694.7968
8.1.2 41 Vol 2 - Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. for inside walls-Ground Floor
973.85
316
308038.4935
8.1.2 41 Vol 2 - Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. for inside walls-First floor
968.88
319
309537.7824
8.1.2 41 Vol 2 - Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. for inside walls-Terrace Floor
44.22
322
14267.1408
8.51 50 Vol 2 - Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge.-Ground Floor
1806.68
105
189701.4
8.51 50 Vol 2 - Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge.-First floor
1216.31
105
127712.55
8.51 50 Vol 2 - Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge.-Terrace Floor
64.38
105
6759.9
8.2.2 41 Vol 2 - Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Ground Floor
128.14
292
37538.613
8.2.2 41 Vol 2 - Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. First floor
175.6125
295
51960.2265
9.24 63 Vol 2 - Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent.-Ground Floor
97.47
2994
291883.662
9.24 63 Vol 2 - Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent.-First floor
30.495
3024
92233.65225
9.17.2 61 Vol 2 - Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm-Ground Floor
424.069
1233
523195.12875
9.17.2 61 Vol 2 - Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm-First floor
278.36
1246
346861.6124
9.11 60 Vol 2 - 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. for Ceramic Tiles of size 30x30cms Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 3mm thickness.-Ground Floor
24.39
933
22766.8455
9.11 60 Vol 2 - 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. for Ceramic Tiles of size 30x30cms Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 3mm thickness.-First floor
48.79
942
45998.2362
9.39 65 Vol 2 - Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications.Ground Floor
128.14
1521
194958.603
9.39 65 Vol 2 - Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications.First floor
175.6125
1536
269856.70425
Vol II 99 12.11 - Providing Honne wood 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.Ground Floor
0.67
144977
97135.059
Vol II 99 12.11 - Providing Honne wood 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.First floor
0.66
146427
96642.1368
12.51 104 Vol 2 - Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications.-Ground Floor
12
1066
12801.6
12.51 104 Vol 2 - Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications.-First floor
11
1077
11852.17
12.57.4 105 Vol 2 - Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets ( core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 ( part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak-Ground Floor
17.01
4758
80943.786
12.57.4 105 Vol 2 - Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets ( core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 ( part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak-First floor
14.18
4806
68151.7742
12.57.1 105 Vol 2 - Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 30 mm thick both side Teak-Ground Floor
5.67
4245
24070.0005
12.57.1 105 Vol 2 - Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 30 mm thick both side Teak-First floor
7.56
4287
32414.256
12.96 112 Vol 2 - Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. Ground Floor
30.6
675
20659.59
12.96 112 Vol 2 - Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. First floor
40.8
681
27821.52
12.97.1 112 Vol 2 - Providing and fixing to existing door frames Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames 30 mm thickness. Ground Floor
9.45
3364
31791.69
12.97.1 112 Vol 2 - Providing and fixing to existing door frames Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames 30 mm thickness.First floor
12.6
3397
42812.784
12.87 111 Vol 2 - Providing and fixing of 3 track x 2-panel sliding windows made out of multi chambered UPVC Matching to RAL-9016 sections and with minimum TiO2 Titanium Dioxide at 6PHR with TPE Thermo Plastic Elastomer and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware and Multi point locking system with touch lock. Wall thickness of frame and sash shall be of 2mm -2.5mm. Maximum possible size 2419mm x 2200mm. The cost is inclusive of all fixtures and separate charges for minor T Ps shall not be made Ground Floor
52.32
6878
359885.736
12.87 111 Vol 2 - Providing and fixing of 3 track x 2-panel sliding windows made out of multi chambered UPVC Matching to RAL-9016 sections and with minimum TiO2 Titanium Dioxide at 6PHR with TPE Thermo Plastic Elastomer and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware and Multi point locking system with touch lock. Wall thickness of frame and sash shall be of 2mm -2.5mm. Maximum possible size 2419mm x 2200mm. The cost is inclusive of all fixtures and separate charges for minor T Ps shall not be made -First floor
65.34
6947
453939.1956
11.34B 86 Vol 2 - Providing and fixing M.S. grills of required pattern in frames of win- dows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc.Ground Floor
5760.45
192
1106870.4675
11.34B 86 Vol 2 - Providing and fixing M.S. grills of required pattern in frames of win- dows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc.-First Floor
1485.54
194
288298.7478
11.28 85 Vol 2 - Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.
1338
593
793768.5
8.30 46 Vol 2 - Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work Two coats applied at 1 4 3 ltr 100 Sqm over and including priming coat of exterior primer applied at 2.20 kg 100 Sqm 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 Ground Floor
1428.8
182
261041.76
8.30 46 Vol 2 - Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work Two coats applied at 1 4 3 ltr 100 Sqm over and including priming coat of exterior primer applied at 2.20 kg 100 Sqm 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 -First Floor
544.7
184
100513.491
8.30 46 Vol 2 - Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work Two coats applied at 1 4 3 ltr 100 Sqm over and including priming coat of exterior primer applied at 2.20 kg 100 Sqm 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 -Third Floor
53.77
186
10020.0395
8.54.2 8.55.2 50 Vol 2 - Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. for ceiling Ground Floor
795.66
181
144531.639
8.54.2 8.55.2 50 Vol 2 - Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. for ceiling -First floor
208.35
183
38225.9745
8.54.2 8.55.2 50 Vol 2 - Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. for ceiling -Third floor
20.16
185
3735.2448
8.54.2 8.55.2 50 Vol 2 - Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. for inside walls Ground Floor
973.85
181
176899.8525
8.54.2 8.55.2 50 Vol 2 - Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. for inside walls -First floor
369.6
183
67810.512
8.54.2 8.55.2 50 Vol 2 - Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. for inside walls -Third floor
56.58
185
10483.1424
8.41 48 Vol 2 - Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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 Ground Floor
133.39
175
23389.9365
8.41 48 Vol 2 - Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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 -First floor
132.17
177
23407.307
8.3.1 41 Vol 2 - Providing 20 mm cement plaster of mix 1 4 1 cement 4 fine sand) to brick stone masonary 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.
126.8
371
47131.56
8.79 54 Vol 2 - Providing patti alround doors, windows, ventilators and for parapet and compound wall etc with CM 1 3 and finished as per design and specifications including scaffolding etc., complete as per SR 02 03 Page No.135 item No.13.1
391.2
54
21359.52
54.6 - Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 10mm to 15 mm wide and 8 mm deep groove.
600
54
32760
NSR1 - Providing and fixing Stainless Steel door fixtures of approved make and quality,including cost and conveyance of all materials, fixing labour charges and HOM of equipments with all lead, lifts, loading and unloading and all other incidental charges required for successful completion of work as per approved specification, designs, drawings etc,. complete and directions of the Engineer in charge of the work.Refer general specification of tender document
11.97
630
7541.1
NSR2 - Providing and fixing Stainless Steel door fixtures of approved make and quality,including cost and conveyance of all materials, fixing labour charges and HOM of equipments with all lead, lifts, loading and unloading and all other incidental charges required for successful completion of work as per approved specification, designs, drawings etc,. complete and directions of the Engineer in-charge of the work.(Refer general specification of tender document) for Internal doors
30.24
420
12700.8
15.2 149 Vol 2 - 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 percent and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6kg per m2 to achieve final DFT dry film thickness of 1mm including prime coat of epoxy primer at150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification and with a 10 years warranty on product and work from certified manufacturers as per the direction of the Engineer In charge
481.35
773
372492.6975
Vol II 63 9.25 - Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M 30 grade made of C and D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer in charge.
72.25
840
60690
Vol II 21 7.1.1 - Providing & fixing corrugated G.S. sheet roofing including vertical curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings up to any pitch in horizontal vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per thedirection of Engineer in charge. 0.63 mm thick with zinc coating not less than 275 g m2 0.63 mm thick with zinc coating not less than 275 g m2
67.5
922
62299.125
Vol II 25 7.31 - Providing and fixing in position 12mm thick plaster of paris (Gypsum anhydrous) for ceiling reinforced with hessian cloth flat surface with ceiling tiles up to a height of 5 m above floor level over aluminium strips 25mm x 6mm and rendered smooth with plaster of paris including cost of materials, labour, curing complete as per specifications.
50.75
1229
62399.6625
10.15.1 71 Vol 2 - Providing and fixing of Aluminium composite panel of approved make and colour for wall cladding for Brick/Rcc/stone walls & coloumns/ beams with necessary aluminium frame works at required level made out of 50x25x4mm C section or equivalent. The panel should consist of 3mm thick non-halogenated FR grade mineral based polymer ( 2 hrs fire resistance as per ASTM E119-12 and clause B, S1, do as per ENT 13501-1sandwiched between 0.50 skins thick aluminium sheet making a total panel thickness of 4mm. The surfaces will be finished with PVDF based coating on topsides and service coating on reverse sides would be in polyester paint. The system shall be fixed using GI brackets, aluminium L cleats and stainless steel bolts and nuts complete with spring washer and cap nuts and all other necessary accessories, sealing shall be done with necessary rods etc., complete
70.47
4188
295160.0715
NSR3 - Providing, supplying and fixing signage board with all lead and lift etc completed
1
95000
95000
1.6.1 6 Vol 1 - Water Supply-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.
201.74
508
102524.268
1.10 7 Vol 1 - 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
201.74
168
33892.32
13.32.2 122 Vol 2 - Providing and fixing chorinated poly venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and coldwater supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete. (internal work exposed on wall)(Pg.No.94/I.No.13.85.3&13.85.4) 20mm dia
125
397
49743.75
13.32.3 122 Vol 2 - Providing and fixing chorinated poly venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and coldwater supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete. (internal work exposed on wall)(Pg.No.94/I.No.13.85.3&13.85.4)-25 mm delivery lines
150
500
75127.5
13.33.4 122 Vol 2 - Providing and fixing chorinated poly venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and coldwater supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete. (internal work exposed on wall)(Pg.No.94/I.No.13.85.3&13.85.4) -32 mm Sump tank to ver head tank
100
390
39060
13.33.5 123 Vol 2 - Providing and fixing chorinated poly venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and coldwater supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete. (internal work exposed on wall)(Pg.No.94/I.No.13.85.3&13.85.4) -40 mm Bore well to sump tank
120
500
60102
10.14.9 120 Vol V - KSRB13-8.1 : Providing and fixing to wall, ceiling and floor, mediumdensity polyethylene pipes 6.00 kgs/sq.cm working pressure 20mmoutside diameter with special flange, compression type fittings, wall clips,making good the wall, ceiling and floor including cost of all materials, labourcharges, HOM of equipments and testing complete as per specifications.Specification No.KBS 13.2.15.1 / 13.9 for internal water supply connection(P.No91/Sl.No 13.70.2,3,4&6) 75mm dia
70
201
14112
10.14.10 120 Vol V - KSRB13-8.1 : Providing and fixing to wall, ceiling and floor, mediumdensity polyethylene pipes 6.00 kgs/sq.cm working pressure 20mmoutside diameter with special flange, compression type fittings, wall clips,making good the wall, ceiling and floor including cost of all materials, labourcharges, HOM of equipments and testing complete as per specifications.Specification No.KBS 13.2.15.1 / 13.9 for internal water supply connection(P.No91/Sl.No 13.70.2,3,4&6) -90 mm dia
230
270
62307
10.14.11 120 Vol V - KSRB13-8.1 : Providing and fixing to wall, ceiling and floor, mediumdensity polyethylene pipes 6.00 kgs/sq.cm working pressure 20mmoutside diameter with special flange, compression type fittings, wall clips,making good the wall, ceiling and floor including cost of all materials, labourcharges, HOM of equipments and testing complete as per specifications.Specification No.KBS 13.2.15.1 / 13.9 for internal water supply connection(P.No91/Sl.No 13.70.2,3,4&6) -110 mm dia
200
375
75180
10.14.13 120 Vol V - KSRB13-8.1 : Providing and fixing to wall, ceiling and floor, mediumdensity polyethylene pipes 6.00 kgs/sq.cm working pressure 20mmoutside diameter with special flange, compression type fittings, wall clips,making good the wall, ceiling and floor including cost of all materials, labourcharges, HOM of equipments and testing complete as per specifications.Specification No.KBS 13.2.15.1 / 13.9 for internal water supply connection(P.No91/Sl.No 13.70.2,3,4&6) -160 mm dia
250
678
169575
NSR4 - Providing and fixing in position Pillar cock of Jaquar/Hindware/Parry ware of approved quality 20mm nominal bore including cost and conveyance of all materials, cost of labour,HOM of machinery and equipments with all lead, lifts, loading and unloading and all other incidental charges required for successful completion of work as per approved specification, designs, drawings etc., complete and directions of the Engineer in-charge of the work.
6
1250
7500
NSR5 - Providing and fixing in position Short body cock/tap of Jaquar/Hindware/Parry ware of approved quality 20mm nominal bore including cost and conveyance of all materials, cost of labour,HOM of machinery and equipments with all lead, lifts, loading and unloading and all other incidental charges required for successful completion of work as per approved specification, designs, drawings etc., complete and directions of the Engineer in-charge of the work.
5
1250
6250
NSR6 - Providing and fixing in position Long body cock/tap of Jaquar/Hindware/Parry ware of approved quality 20mm nominal bore including cost and conveyance of all materials, cost of labour,HOM of machinery and equipments with all lead, lifts, loading and unloading and all other incidental charges required for successful completion of work as per approved specification, designs, drawings etc., complete and directions of the Engineer in-charge of the work.
4
1350
5400
NSR7 - Providing and fixing in position Angle stop cock of Jaquar/Hindware/Parry ware of approved quality 20mm nominal bore including cost and conveyance of all materials, cost of labour,HOM of machinery and equipments with all lead, lifts, loading and unloading and all other incidental charges required for successful completion of work as per approved specification, designs, drawings etc., complete and directions of the Engineer in-charge of the work.
8
1250
10000
NSR8 - Providing and fixing in position Two way bib cock of Jaquar/Hindware/Parry ware of approved quality 20mm nominal bore including cost and conveyance of all materials, cost of labour,HOM of machinery and equipments with all lead, lifts, loading and unloading and all other incidental charges required for successful completion of work as per approved specification, designs, drawings etc., complete and directions of the Engineer in-charge of the work.
4
1350
5400
NSR9 - Providing and fixing in position Health faucet complete set of Jaquar/Hindware/Parry ware of approved quality 20mm nominal bore including cost and conveyance of all materials, cost of labour,HOM of machinery and equipments with all lead, lifts, loading and unloading and all other incidental charges required for successful completion of work as per approved specification, designs, drawings etc., complete and directions of the Engineer in-charge of the work.
4
1350
5400
13.46 124 Vol 2 - Providing and fixing CI Nahani trap of approved make conforming to ISI specifications and construction of Cistern in M-15 as per directions (Rate is inclusive of cost of materials and fixtures and conveyance of materials to work spot).Sl.No-12.113.2/P-86.
16
498
7980
13.34 123 Vol 2 - KSRB 13-11.1 : Providing and placing on terrace, polyethylene water storage tanks as per IS 12701 : 1996 with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes, including cost of all materials, labour, transport charges, HOM of equipments and testing complete as per specifications.(For 1000 litre capacity) Specification No.KBS 13.22. Sl.No-13.78/P-82.
2000
9
18900
16.9 191 Vol 5 17.14 177 Vol 2 - 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..
Supply and fixing of SFRC machinhole cover heavy duty made as per IS to suit existing damaged machinhole cover after removing the debries from inside and outside the existing machinhole etc with all lead and lifts.
14
6955
97372.8
16.10 191 Vol 5 17.14 177 Vol 2 - Constructing brick masonary chamber of internal dimension 450x450mm and depth of 600 mm (innder dimensions) with modular bricks of CD 75 in CM 1:6 bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with CM 1:4 CC 1:2:4 coping 75mm thick for fixing CI cover and frame etc., excluding the cost of CI frmae and cover.
Supply and fixing of SFRC machinhole cover heavy duty made as per IS to suit existing damaged machinhole cover after removing the debries from inside and outside the existing machinhole etc with all lead and lifts.
14
5676
79468.2
13.4.1 117 Vol 2 - Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) 25 mm dia :
3
576
1729.35
13.4.2 117 Vol 2 - Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) 32 mm dia
2
627
1255.8
Vol II 117 13.4.3 - Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) 40 mm dia
2
737
1474.2
14.3.1 131 Vol 2 - 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 fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid
8
6275
50206.8
14.1.1 131 Vol 2 - 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
6
5128
30769.2
14.7.2 132 Vol 2 - Providing and fixing white vitreous china wash basin including making all connections but including the cost of fittings : Flat back wash basin of size 630x450 mm
11
2689
29579.55
37.35 269 18 19 SR - Making wall bores in brick masonry walls up to 0.45 m thick.Sl.No-37.35/P-234.
25
132
3307.5
302 A 21 Vol 2 21 22 SR - Providing & fixing Adanga marble partitions at urnals as per specification directions Engineer in charge of work.
7.5
1942
14568.75
14.32.2 136 Vol 2 - 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.
11
1068
11757.9
14.40.2 137 Vol 2 - 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.
11
520
5728.8
XXXVI 18 - Providing 10cms dia PVC cowl with cap of approved 1 st quality and make conforming to ISI specifications and fixing in position as directed Rate includes cost of materials fixtures including conveyance charges to the work spot
2
240
480.9
SR 18 19 90 12.111 - Providing and fixing 7.5 cms to 15.00 cms dia NP grating 100 mm dia..Sl No 12.111 P 86.
12
157
1890
11.2.6 127 Vol V - KSRB13-3.1: Providing and fixing in trenches galvanised /mild steel tubes (medium grade) 50mm dia nominal bore with all fittings (earth work in trenches to be measured and paid for separately) including cost of all materials, labour charges, HOM of equipments and testing complete as per specifications. Specification No.KBS 13.2.14 / 13.6 P-88, Ino13.15
8
613
4905.6
14.23 135 Vol 2 - Providing and fixing white vitreous china clay Urinals with flat back of approved make fixed to wooden plugs including bends, painting white to exposed pipes etc., complete as per directions. Rate includes cost of all materials and lead. A grade P no 77, I no 12.109
6
1211
7270.2
2.2.3 15 Vol 1 - Sump Tank- Providing and laying in position Reinforced cement concrete M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead and 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.
11.45
7318
83792.016
8.6.2 42 Vol 2 - KSRB15-3.11 Providing 20mm thick cement plaster in single coat with cement mortar 1 4, to stone masonry and concrete surface including rounding off corners wherever required smooth rendering,Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.KSRB15-4.5 Extra for providing and mixing waterproofing compound in cement plaster for stone masonry work at one kg per bag or in the proportion recommended by the manufacturers, for cement mortar 1 4, 20mm thick cost of materials complete as per specifications..Sl.No-15.19 and 15.27 P-111.2
39.4
450
17747.73
7.3 85 Vol V - Providing and fixing 60cms X 60 cms size MS inspection door with necessary MS frame made out of MS Angle of 50 mm X 50 mm X 6mm and MS shutters of 3 mm thickness with hinges on top and locking arrangements painting etc., complete for RCC Sump tank. PRE SR 11 12
1
2140
2140
7.1.2 85 Vol V - Providing and fixing MS ladder 45cms wide with 50x50x6mm size angle iron and 20mm MS bars at 25cms C C with necessary support and angle iron of same section at braces, including fixing in ground with CC1 2 4 bed and two course of non poisonous anti-corrosive PRE SR 11-12,I.NO-6 P-44.
3
4801
14403
1.15.1 8 Vol 1 - Compound wall Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights,including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery and other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m In ordinary/soft rock without blasting
11.45
381
4364.1675
2.4.3 17 Vol 1 - Providing and laying in position Reinforced 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 and down size graded crushed coarse aggregates For Grade beam
6.03
7318
44128.0224
6.8 14 Vol 2 - Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1 6 1 cement 6 coarse sand including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
27.77
8367
232364.0865
8.37 48 Vol 2 - Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :New work (two coats) including a coat of approved steel primer but excluding a coat of mordant solution including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
21.6
137
2971.08
2.2.3 15 Vol 1 - Road-Providing and laying in position Reinforced 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.For RCC head walls to the CD work.
41.39
7318
302895.3312
8.6.2 42 Vol 2 - Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary 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. For Concrete surface
92.4
450
41621.58
3.11 18 Vol 3 - Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310.
412.5
4
1732.5
3.6 17 Vol 3 - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads,transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
123.75
517
64059.1875
4.17 26 Vol 3 - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
61.88
2686
166268.466
4.1V 23 Vol 3 - Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading V Material
61.88
2611
161590.338
6.6 51 Vol 3 - Construction of un reinforced plain cement concrete pavement using RMC M 30 grade with OPC at 270 kg/m3 and GGBS at 90 kg/m3 75 25 proportion as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103 1999 Reaffirmed 2008 ,Coarse aggregates and Fine aggregate confirming to IS 383 2016, transported to site, laid in approved fixed side form work steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work. Spreading the concrete with shovels, rackers and compacted using needle,suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer incharge of the work.
82.5
7112
586797.75
176 22.8.1 PWD 18 19 BGM SR - Providing groove cutting for width of 5mm to 1Omm and depth 80mm 100mm including cost of cutting machine, generator & HOM, including cost of blade, coolant etc., including cleaning of groove & providing sand and hot bitumen fillars, and filler metal etc. , including cost of conveyance of all materials, labour, lead and lift charges and all other incidental charges as per drawing and as per specifications. for concrete pavement
99
141
14033.25
Vol II 175 17.1 - RWH Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer in charge.
8.48
1008
8547.84
Vol II 126 13.53 - Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1 4 1 cement 4 coarse sand C.I. cover with frame light duty 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1 1.5 3 mix (1 cement 1.5 fine sand 3 graded stone aggregate 20 mm nominal size), foundation concrete 1 5 10 1 cement 5 fine sand 10 graded stone aggregate 40 mm nominal size, inside plastering 12 mm thick with cement mortar 1 3 1 cement 3 coarse sand, finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay (non modular) bricks of class designation 3.5
1
5924
5924.1
Vol V 121 10.14.25 - 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. 110mm
15
530
7953.75
12.4 Page No 140 Vol 5 - Borewell Geophysical investigation of site for sinking Bore well for supplying drinking water to the habitaion either through hand pump scheme mini water supply scheme or piped water supply scheme by vertical elctrical sounding by adopting vannur are schlumbergers method . including re connissance survey of geological formation. Geohidroligical investigation of existing ground water in the vicinity its quality. Quantity and acceptablity of the user. Indicating the location of site . Recommended depth of casing pipe required to seal the top un consolidated formation including extra depth of 1mt in consolidated formation for proper ceating of casing pipes. Depth of drilling corvering full depth of aquifer proposed to be tapped. probable yield and other information required for safe drinking and harnessing including transportation of instrument and accessories to work site. engaging techinical personnel and lobour required etc complete.
1
5552
5552.4
12.2.1 Page No 139 Vol 5 - Sinking the Bore well of the 150mm dia clear using super fast hydrolic ring of capacity 250PSIG & above 900CFM& above in all strata including over burden up to 20mm. Fixing of casing pipes ,collears and cap with ncessory cutting threding and welding including transpotation of ring and supporting vehicle. Crew charges and cost of consumables etc complete including yield testing at that final depth with a minimum working of compressor for 1 hour (excluding cost of casing pipes,collars, and cap. etc ) i) Up to 0.00 to 50.00 mtrs
50
324
16222.5
12.2.2 Page No 139 Vol 5 - Sinking the Bore well of the 150mm dia clear using super fast hydrolic ring of capacity 250PSIG & above 900CFM& above in all strata including over burden up to 20mm. Fixing of casing pipes ,collears and cap with ncessory cutting threding and welding including transpotation of ring and supporting vehicle. Crew charges and cost of consumables etc complete including yield testing at that final depth with a minimum working of compressor for 1 hour (excluding cost of casing pipes,collars, and cap. etc ) Up to 50.00 to 100.00 mtrs
50
406
20317.5
12.2.3 Page No 139 Vol 5 - Sinking the Bore well of the 150mm dia clear using super fast hydrolic ring of capacity 250PSIG & above 900CFM& above in all strata including over burden up to 20mm. Fixing of casing pipes ,collears and cap with ncessory cutting threding and welding including transpotation of ring and supporting vehicle. Crew charges and cost of consumables etc complete including yield testing at that final depth with a minimum working of compressor for 1 hour (excluding cost of casing pipes,collars, and cap. etc ) Up to 100.00 to 150.00 mtrs
50
432
21630
Vol V 01608 154 32 - Providing & Fixing ISI mark 175mm nominal Bore medium Black ERW casing pipe B Class resistance continues welded mild steel tubes mediuam grade containing IS 1239/1990 (parts) ammendaments 1 5 etc and fitted with sockets and other end with plastick protect
75
2029
152223.75
Vol V 142 2.6 10F - Providing & fixing in trenches Galvanised/mild steel tools (medium grade) 50mm dia nominal doorwith all fittings earth work in trenches to be measured & paid for seperately including cost of all materials. Labour charges.HOM of equipments and testing complete as per specifications ,specification No KBS 13.2.14/13.6 P 79/I.No 13.15 DHD SR 10 11.
40
502
20118
Vol II 116 13.6.4.1 - Providing & fixing Gun metal wheel valve confirming to IS specification of approved quality and make as per directions with all lead & lift. P No 82/13.55 DHD CSR 2010 11.
2
1140
2280.6
I.No O170A Page No 154 Vol 5 - Providing & Fixing MS cap.
1
1140
1140.3
I.No O180A Page No 155 Vol 5 - Providing & Fixing MS collar
25
172
4305
NSR10 - Furniture Supply of High back chair with headrest cussion at seat and perfo at back with chrombase with gaslift mounted on casters with synchro mechanisum with adjustable handies as PI Room
1
9800
9800
NSR11 - Supply of visitor chair cussion at seating and backrest area with Ms framing PI Room
6
4800
28800
NSR12 - Supply of Manager table with a size of 1800(L) x 750(h) with 25mm thick Table top with 25mm thick leg with 18mm thick Medestry panel with side storage unit with a size of 900(L) x 450x750) with draw at top and shetter at bottom whole unit mounted on levellers PI Room
2
29800
59600
NSR13 - Supply of Medium back chair with cussion at seat and perfo at back with nylon base with gaslift mounted on casters with synchro mechanism with adjustable handles at SI Room
4
7500
30000
NSR14 - Supply of working table with a size of 1500 (L) x900 (W) x 7500 (h) with 25mm thick Table top with 18mm thick below table top leg and apron mounted on levellers at SI Room Single Pedestle Storage.
4
24000
96000
NSR15 - Supply of visitor chair cussion at seating and backrest area with Ms framing SI Room
4
4800
19200
NSR16 - Supply of Medium back chair with cussion at seat and perfo at back with nylon base with gaslift mounted on casters with synchro mechanism with adjustable handles at SI Room
2
7500
15000
NSR17 - Supply of working table with a size of 1500(L)x900(W)x7500(h) with 25mm thick Table top with 18mm thick below table top leg and apron mounted on levellers at SI Room Single Pedestle Storage.
2
24000
48000
NSR18 - Supply of visitor chair cussion at seating and backrest area with Ms framing-SI Room
2
4800
9600
NSR19 - Supply of reception table with a size of 1800(L)x900(d)x1050(h) with beach colour at bottom and frosty white colour at top mounted on levellors (Note wthout glass at top)
1
34000
34000
NSR20 - Supply of Medium back chair with cussion at seat and perfo at back with nylon base with desaft mounted on casters with synchro mechanism with adjustable handles at Reception
1
6500
6500
NSR21 - Supply of Tandem chair of 3 seater with powder coated metal structure mounted on levellers.
6
9800
58800
NSR22 - Supply of computer table with size of 1200(L)x600(d)x750(h) with 25mm thick with table top and 18mm thick below table top leg and apron with powder coated metal keyboard tray with CPL Trolly and pedastal unit with a size of 640(h)x400(W)x450(d) wooden draw
3
8500
25500
NSR23 - Supply of medium back Computer Chair with cusion at seat and perfro at black with powder coated metal base mounted on bushes with adjustable handles
30
6500
195000
NSR24 - FILE WARDROBE ( 76''X36"X19") 1. Made of 19mm thickness
15
15000
225000
NSR25 - CONFRENCE TABLE: Meeting table -wooden Providing and fixing meeting table
1
235000
235000
NSR26 - Traportation charges
1
15000
15000
Vol 6 Part III Page 1 1.2.1 - Electrical-Concealed Conduit System Supplying heavy gauge PVC conduit pipe ...... mm dia. mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 19-20 mm dia 2 mm thick
570
66
37620
Vol 6 Part III Page 1 1.2.2 - Concealed Conduit System Supplying heavy gauge PVC conduit pipe mm dia. mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 25 mm dia 2 mm thick
520
78
40560
Vol 6 Part III Page 2 1.13 - Supplying And Fixing Metal Fan Box with Round Hook.
30
117
3510
Vol 6 Part III Page 1 1.3.1 - Supplying heavy gauge PVC Conduit Pipe .... dia mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 19/20 mm dia 2 mm thick
380
68
25840
Vol 6 Part III Page 1 1.3.2 - Supplying heavy gauge PVC Conduit Pipe .... dia mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 25 mm dia 2 mm thick
260
79
20540
Vol 6 Part III Page 17 5.19.11 - Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure. Double Door 4 Way TP & N
3
4038
12114
Vol 6 Part III Page 7 3.4.1 - Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 1-2 Way
52
138
7176
Vol 6 Part III Page 7 3.4.3 - Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall. Make - Group "A" materials and as per the directions of Engineer in charge of the work.4-5 Way
6
177
1062
Vol 6 Part III Page 7 3.4.4 - Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 6 Way
48
220
10560
Vol 6 Part III Page 7 3.4.5 - Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 8 Way
22
261
5742
Vol 6 Part III Page 7 3.4.5 - Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 10-12 Way
14
319
4466
Vol 6 Part III Page 4 2.2.1 - Supplying and wiring adopting loop system in existing PVC Conduit/casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block.complete for each outlet. Short point upto 3Mtr from tapping point to out let via switch box
40
269
10760
Vol 6 Part III Page 4 2.2.2 - Supplying and wiring adopting loop system in existing PVC Conduit/casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block.complete for each outlet. Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch box
45
379
17055
Vol 6 Part III Page 4 2.2.3 - Supplying and wiring adopting loop system in existing PVC Conduit/casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block.complete for each outlet. Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box
38
555
21090
Vol 6 Part III Page 4 2.3.2 - Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS- 694:2010 1.5 mm2
980
26
25480
Vol 6 Part III Page 4 2.3.3 - Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 2.5 mm2
2800
42
117600
Vol 6 Part III Page 4 2.3.4 - Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 4 mm2
660
63
41580
Vol 6 Part III Page 4 2.3.5 - Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 6 mm2
380
92
34960
Vol 6 Part III Page 7 3.5.1 - Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 1 to 2 Module
52
137
7124
Vol 6 Part III Page 7 3.5.3 - Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box.4 Module
6
175
1050
Vol 6 Part III Page 7 3.5.4 - Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 6 Module
48
234
11232
Vol 6 Part III Page 7 3.5.5 - Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 8 Module
22
284
6248
Vol 6 Part III Page 7 3.5.6 - Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 10-12 Module
14
344
4816
Vol 6 Part III Page 8 3.6.1 - Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A One Way Switch
230
102
23460
Vol 6 Part III Page 8 3.6.2 - Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Two Way Switch
8
166
1328
Vol 6 Part III Page 8 3.6.3 - Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Three Way socket
101
171
17271
Vol 6 Part III Page 8 3.6.4 - 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
30
357
10710
Vol 6 Part III Page 8 3.6.7 - Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 16A One Way Switch
12
180
2160
Vol 6 Part III Page 8 3.6.10 - Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6/16A Universal Socket
12
236
2832
Vol 6 Part III Page 9 3.14.7 - Supplying And fixing/replacing of 6/16/32A electrical accessories on existing switch board. 6A Batten Holder
74
63
4662
Vol 6 Part III Page 29 6.1 - 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.
11
1492
16412
Vol 6 Part III Page 29 6.3.1 - Supplying capacitor type ceiling fan complete with down rod blades,shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system 48" Sweep (1200 mm) Regular model
30
2984
89520
Vol 6 Part III Page 29 6.5.1 - Supplying wall mounting fan suitable to operate at single- phase 230v AC. supply. 300 mm Sweep
1
2492
2492
Vol 6 Part III Page 43 11.5.3 - Supply of round/square recess/surface mounted rolling type LED Down light with W GU 10 LED Lamp Rib Fabricated from diecast aluminium with white powder coated prewired to mains connector and has swivelling unit of aluminium die cast eye ball & LED Lamp position retained by circular wire spring, with Life of 25000 burning hours and 70 percent lumen maintenance with CRI 80. Power Input 220-240V at 50/60Hz and Power factor 0.9 along with CE approved. 2years Warranty against any manufacturing defect working under standard electrical conditionLED square or round down light 15-18W
4
1324
5296
Vol 6 Part III Page 42 11.3.2 - Supplying of feet PVC Batten with integrated LED tube 20/22 W with high quality diffuser with Life of 25000 burning hours and 70 percent lumen maintenance with CRI 80. Power Input: 220- 240V at 50/60Hz and Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition.LED light fitting 1 x 4 20/22 W
48
690
33120
Vol 6 Part III Page 46 11.11.7 - Supplying and fixing of retrofit type LED bulb W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI 70 percent. efficacy 80 lumen per W, life 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 and LM 80. The LED are driven by HF electronic driver integrated in the system, with PF 0.95, power loss should 5 percent of lamp Wage. short circuit and open circuit protection to be integrated in the circuit, THD less than 20 percent, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition.18W, 6500K
26
426
11076
Vol 6 Part III Page 55 13.7.1 - Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076 twin twisted PVC insulated wires, required Nos of round blocks and clamps.On wall/ ceiling / Rafter / Girders
52
122
6344
Vol 6 Part III Page 56 13.10 - Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring.
31
171
5301
Vol 6 Part III Page 56 13.12 - Extra length of GI pipe of class B 19 mm dia for down rod.
16
197
3152
Vol 6 Part III Page 56 13.14 - Fixing one exhaust fan in the nitch already left in the wall with bolts and nuts and 5 A. ceiling rose with sufficient length of 23/0.0076 inch PVC insulated twin core wire.
11
492
5412
Vol 6 Part III Page 47 12.2.1 - Supplying and fixing one of 230 volts Ding dong bell and a flush type bell push with gang box fixed on necessary wooden or rawl plugs using NF screws with Remote. Ding Dong Bell
2
246
492
Vol 6 Part III Page 16 5.18.4 - Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and C Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898-6-32 A DP
20
739
14780
Vol 6 Part III Page 37 9.2.5 - Supplying, erecting, testing & commissioning of OFF- LINE UPS system suitable for operation on 230V, 50Hz, A/C supply, with all accessories complete and Excluding batteries and wiring complete.5 kVA OFF LINE UPS
1
39898
39898
Vol 6 Part III Page 38 9.5.9 - Supplying, installation, testing & commissioning of 12V DC, AH batteries in poly propylene container for U.P.S. Sealed maintenance free batteries. 150 AH capacity
6
15895
95370
CSR page 247 21.1.1 Vol 5 - Water purification plants: Providing, Installation and Commissioning of automatic Water purification plant (RO+UF) with all accessories piping, product water tank on single phase power supply as per the enclosed detailed Technical Specifications including cost of material, loading and unloading and as directed by the Engineer in charge. (Ref- detailed specification enclosed seperatly). Note:- 1.The above rates mentioned are only for the preparation of estimate purpose. 2. All items are to be of BSI /NFS standards,with BSI / NFS mark . 3. Tenders to be invited for procurement. 4. No direct payment should be made under any situation or condition or on any account. 5. After commissioning of plant necessary testing to be done for the satisfactory of Engineer Incharge. Note : Refer the ANNEXURE : F for Detailed Specification of Each components-For 25 LPH : Cabin Type
1
25000
25000
Vol 6 Part III Page 8 3.6.11 - Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. TV/Telephone Socket
3
156
468
Vol 6 Part III Page 8 3.06.12 - Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. RJ45/I.O Outlet Cat-6
26
337
8762
Vol 6 Part III Page 35 8.1 - Supplying and drawing UTP-CAT 6E LAN cable.
970
38
36860
Vol 6 Part III Page 35 8.2.2 - Supplying and drawing PVC flexible one pair telephone unarmoured tinned copper cable.-2Pair
120
21
2520
Vol 6 Part III Page 35 8.3 - Supplying and drawing PVC insulated gas injected physical foam jelly flooded co-axial TV cable.RG-6.
60
44
2640
Vol 6 Part III Page 35 8.4.4 - Supplying & Fixing of switch mounting rack with power manager and Cable manager.-12U with 450mm depth
1
8835
8835
Vol 6 Part III Page 35 8.9.2 - Supplying fixing of Network Switches-24 Port Gigabyte (manageable)
1
41450
41450
Vol 6 Part III Page 35 8.10.1 - Supplying & fixing of I/O socket with back box-Single I/O
26
490
12740
Vol 6 Part III Page 36 8.11.3 - Supplying & Fixing of ... Mtrs Cat 6 Patch Cable. 3mtr
26
331
8606
Vol 6 Part III Page 36 8.12.2 - Supplying & Fixing of Patch panel for LAN cabling. 24 Port 101100 patch panel
1
4100
4100
Vol 6 Part III Page 36 8.13.1 - Supplying and fixing of MDF krone junction box with KRONE Module / Telephone cable termination.-10 Pair
1
345
345
Vol 6 Part III Page 14 5.12.1 - Supplying of on load change over switches 4 poles, AC-23A Duty, 415V, 50Hz, AC Supply. With all accessories. (SMEnclosure Sheet Metal Execution) 63 A
1
6881
6881
Vol 6 Part III Page 16 5.15.9 - 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 circuitwith adjustable thermal magnetic release, Micro processor release shall have Earth Fault as per IS/IEC 60947-2 . (Icu=100percent 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.100 A 25 kA
1
8487
8487
Vol 6 Part III Page 16 5.18.7 - Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898-6-32 A TPN
8
1717
13736
Vol 6 Part III Page 17 5.21 - Supplying, fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based, digital readout of percentage leakage current, programmable delay/auto/ manual reset facility suitable to mount on DIN rail/ flush mounting on panel board.
1
9255
9255
Vol 6 Part III Page 18 5.29 - Supplying, fixing and wiring 3 Phase Digital A mmeter / Voltmeter
1
1425
1425
Vol 6 Part III Page 18 5.34 - Supplying, fixing and wiring 50/5 to 400/5A 5VA burden Current Transformer Class 0.5 accuracy with Tape Wound.
3
562
1686
Vol 6 Part III Page 18 5.38 - Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C.
3
515
1545
Vol 6 Part III Page 19 5.40.1 - 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-100 A 4 x 30 x 6 mm Aluminium Strips
0.8
2465
1972
Vol 6 Part III Page 19 5.41.1 - Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint-40 x 40 x 6 mm
8
305
2440
Vol 6 Part III Page 19 5.42.2 - Fabricating supplying and mounting MS box made out SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete-16 SWG
64000
-
27520
Vol 6 Part III Page 2 1.9.2 - Supplying PVC flexible conduit pipe mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300 mm using NF screws and on either end of the pipe terminated completely 25 mm
18
22
396
Vol 6 Part III Page 53 12.58.2 - GI strips for grounding connections, using necessary fixing materials as required.25 x 3 mm Copper strip
24
82
1968
Vol 6 Part III Page 53 12.56 - Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm allround the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia
6
3510
21060
ESR 32.02 Vol 6 - Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5percent and resistivity 14 Ohms/Kms (Max) as per IS-3975. 10 Sqmm, 2 Core, (9 GI Strips - 4 x 0.8 mm)
0.08
79232
6338.56
ESR 32.09 Vol 6 - Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5percent and resistivity 14 Ohms/Kms (Max) as per IS-3975. 35 Sqmm, 3.5 Core, (14 GI Strips - 4 x 0.8 mm)
0.18
154062
27731.16
ESR 21.05 Vol 6 - Laying of LT cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff. 2.5 to 25 Sqmm
0.08
20886
1670.88
ESR 21.06 Vol 7 - Laying of LT cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff. 35 to 95 Sqmm
0.18
31139
5605.02
CSR Page 6 1.6.1 Vol 1 - 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
80
484
38720
ESR 63.04 Vol 6 - Supplying and fixing of heavy duty Brass Cable Gland. 45 mm dia
4
197
788
Vol 6 Part III Page 44 11.7.1 - Supply of LED pole mounting type post top lantern with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate/ clear glass material, delivering superior light output. Rated life Burning Hrs 50000 hr at Lumen Maintenance of 70 percent, CCT 5500K, IP 66 optical and electrical compartment and impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40 mm to 50 mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/ IEC 60598, LM 79 and LM 80 Adherence with RoHS. UL approved MCPCB LED Efficiency 130 lm/w, nominal CRI 75. Luminaire manufacturer should have in- house facility accredited by NABL/CPRI and any Government certified agency and Design and Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source. LED Post Top Lantern with 25 W for gate
2
6922
13844
Vol 6 Part III Page 45 11.8.3 - Supply of 70 watts LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr at Lumen Maintenance of 70 percent, maximum light intensity should be between 60 degrees to 70 degrees. CCT 5500K, IP66 optical and electrical compartment and impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with W System Power consumption. LED Efficiency 1301m/w, nominal CRI 75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency and Design and Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source.-LED Streetlight 70W
6
5992
35952
Vol 6 Part III Page 55 13.1.1 - Supplying and Fixing of mm dia class A GI pipe bracket upto 2ms long bent at suitable angle and fixing to this bracket street light fitting of all capacities to GI or GI or rail or RCC pole / wall using suitable clamps, bolts, and nuts and wiring using suitable capacity wires.Using 25mm dia G.I.Pipe
6
978
5868
Vol 6 Part III Page 10 4.2.7 - Fabricating, supplying and erection of 9 m - Top 70 mm and Bottom 155 mm diams long hot dip Galvanized Octagonal hot dip Pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/s for m Pole in single section and single joint welded as per IS 9595/IS10178AWS having dimensions bottom mm , top mm with 3 mm thick, suitable base plate and 4Nos of long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc., (excluding foundation) as per drawing appended.
1
19500
19500
Vol 6 Part III Page 45 11.9.2 - Supply of LED Floodlight 100W luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate/clear glass material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70percent, CCT 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mauling with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100 V to 270V 50/60Hz application. Compliance to IS 10322/ IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ....... W System Power consumption. LED Efficiency 1301m/w, nominal CRI 75. Luminaire manufacturer should have in- house facility accredited by NABL / CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark / name shall be Engraved / Embossing on the die cast housing / Body part Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram
make LED Source.
4
9486
37944
CSR page 157 13.40.1 Vol 5 - Pump set-Supply and delivery of Centrifugal pumpset at site brand new best make and with discharge duty confirming to ISI standards and its latest amendments.2 HP, Size 65x50 Head 13M, Discharge 462 LPM
1
15610
15610
CSR page 152 13.8.7 Vol 5 - Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch)
suitable for bore well confirming to IS 8034-2000 specifications, to work
site with testing of as per instructions of engineer incharge of work and
latest amendments etc. complete. 2.00 HP/1.5KW 18 STG
1
19698
19698
CSR page 156 13.32 Vol 5 - 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.
1
6500
6500
CSR Page 154 13.22.2 Vol 5 - Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments1x3x2.5 Sqm
190
85
16150
CSR Page 155 13.23.1 Vol 5 - 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 Upto 3 HP pumps
2
6500
13000
CSR Page 155 13.27.1 Vol 5 - Supply and delivery of galvanized mild steel tubes of 6mtr standard length heavy duty (C Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI Mark (one end fitted with Heavy Duty collar and other end fitted with protective cover)50 mm
21
3050
64050
CSR Page 154 13.24.1 Vol 5 - Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments 50 mm dia.
2
1250
2500
CSR Page 154 13.25.1 Vol 5 - Supply and delivery at site of brand new best makeNon -return valve as per IS 778/1984 with ISI Mark and as per its latest amendments 50 mm dia.
2
1250
2500
ESR Page 158 1 Vol 6 - External Electrification-Jelly Spreading (20-25 mm) : Supplying and providing jelly in the station yard of uniform thickness of 100 mm including the cost of materials, labour charges, required tools and plants etc., complete. Work shall be carried out as per the instructions of Engineerin- charge of works as per the standard procedure.
6
392
2352
ESR Page 158 5 Vol 6 - Supplying and Providing Pre cast Cable Route/ Joint marker using M15 grade Concrete, MS rods of approved size/shape (as per the approved drawings) to be laid in UG cable works. The rate includes the cost of material, labour charges, loading, unloading, handling, transportation charges, required tools and plants etc., complete. Work shall be carried out as per the instructions of Engineer-in-charge of works as per the standard procedure.
10
392
3920
CSR Page 95 11.58 Vol 2 - Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineerin- charge. (Made of G.I. wire of dia 4 mm).
32
803
25696
CSR Page 96 11.62 Vol 2 - Providing and fixing RCC precast fencing pole of size 0.15mx0.15mx2.0m casted in M 20 with 20mm down size aggregates making holes for drawing barbed wire at 30 cm c/c using 8 mm dia vertical 4 TMT steel rods and 6 mm dia stirups at 15 cm c/c fixed 1.5 m above Ground level using steel moulding , curing , transportation to work spot including excavation in all types of soil, fixing in plain cement concrete M15 using 20 mm downsize aggregate including aligning to plumb and line providing including cost of all materials, labour,usage charges of machinery complete.
6
1085
6510
Vol 6 Part III Page 19 5.41.1 - Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 40 x 40 x 6 mm
36
305
10980
BESCOM Cost Data Sheet 24 - Erection of 3 Phase, 11kV/433V, 25 kVA BEE 5 Star Rated Distribution Transformer Centre Using 9 Mtr RCC Pole DPTC
1
198863
198863
Bescom SR 2021 22 CDS 15 - Providing 2 Pole Structrue at the Tapping Point Using RCC Pole with GOS sytem
2
63150
126300
Bescom SR 2021 22 CDS 16 - Guy Set With No. 15 Strain Insulator Complete set.
2
1344
2688
BESCOM Cost Data Sheet 19 Sl No 1 - Supply of 11 kV, 3x95 Sqmm XLPE UG Cable
0.15
889666
133449.9
BESCOM Cost Data Sheet 19 Sl No 2 - Straight Through Jointing Kit HS Type suitable for 95 Sqmm Cable
2
7311
14622
BESCOM Cost Data Sheet 19 Sl No 3 - Cable Termination Kit Outdoor HS Type suitable for 95 Sqmm Cable
2
4077
8154
BESCOM Cost Data Sheet 19 Sl No 4 - Cable Termination Kit Indoor HS Type suitable for 95 Sqmm Cable
2
3744
7488
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