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.
Costs
EMD
₹ 13,30,000Document Cost
Refer DocumentsTender Fee
₹ 7,500
Summary
Construction Of Pre-metric /post Metric - Hostel Buildings For Boys & Girls At Ballari (3 Nos.) &
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
KSPHIDCL/2024-25/BD/WORK_INDENT185Tender No
KSPHIDCL/2024-25/BD/WORK_INDENT185Tender 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
... More
8 vol-1- 1.12 - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm & as per the direction of engineer incharge of the work
269.35
99
26867.6625
... More
8 vol-1-1.14.1 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications & as per the direction of engineer incharge of the work
4227.76
107
452793.096
... More
8 vol-1-1.15.1 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights,including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In Ordinary-Soft Rock without blasting upto 1.5 m depth & as per the direction of engineer incharge of the work
509.25
384
195628.3875
... More
15 vol-1-2.1.2 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates & as per the direction of engineer incharge of the work
449.66
5947
2674217.952
... More
158 vol-3-17-B1 - Providing and fixing 25mm diameter steel anchor dowel in hard rock including drilling hole of 32 mm diameter up to 0.75 mtrs depth, placing the dowel in position and effectively grouting the hole with CM 1:1 proportion etc. complete & as per the direction of engineer incharge of the work
80
1312
105000
... More
5 vol-2-4.1 - 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,
2402
123
297607.8
... More
18 vol-1-2.10c - Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works RMC M25 GradeFor footings & as per the direction of engineer incharge of the work
740.87
7052
5224874.5445
... More
16 vol-1-2.4.3 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works - M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & as per the direction of engineer incharge of the work
17.2
11309
194527.872
... More
16 vol-1-2.5.2 - Providing and laying in position Reinforced cement concrete for all Super structures of building , M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. For columns - GF & as per the direction of engineer incharge of the work
44.08
12214
538426.6208
... More
16 vol-1-2.5.2 - Providing and laying in position Reinforced cement concrete for all Super structures of building , M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. For columns First Floor & as per the direction of engineer incharge of the work
33.76
12336
416493.744
... More
16 vol-1-2.5.2 - Providing and laying in position Reinforced cement concrete for all Super structures of building , M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. For columns. Second Floor & as per the direction of engineer incharge of the work
27.98
12459
348604.219
... More
16 vol-1-2.5.2 - Providing and laying in position Reinforced cement concrete for all Super structures of building , M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. For columns.. Third Floor & as per the direction of engineer incharge of the work
25.32
12581
318555.984
... More
16 vol-1-2.5.2 - Providing and laying in position Reinforced cement concrete for all Super structures of building , M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. For columns. Terrace Floor & as per the direction of engineer incharge of the work
7.98
12703
101372.733
... More
16 vol-1-2.3.2 - Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. For grade & plinth beam. & as per the direction of engineer incharge of the work
103.46
10206
1055912.76
... More
16 vol-1-2.5.1 - Providing and laying in position Reinforced cement concrete for all Super structures of building , M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. For Lintel & as per the direction of engineer incharge of the work
26.12
11138
290935.008
... More
16 vol-1-2.5.1 - Providing and laying in position Reinforced cement concrete for all Super structures of building , M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.. First Floor & as per the direction of engineer incharge of the work
33.2
11249
373492.696
... More
16 vol-1-2.5.1 - Providing and laying in position Reinforced cement concrete for all Super structures of building , M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Second Floor & as per the direction of engineer incharge of the work
24.9
11361
282893.133
... More
16 vol-1-2.5.1 - Providing and laying in position Reinforced cement concrete for all Super structures of building , M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Third Floor & as per the direction of engineer incharge of the work
24.9
11472
285666.495
... More
18 vol-1-2.10c - Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works RMC M25 Grade For Roof beam Ground floor & as per the direction of engineer incharge of the work
67.88
10447
709204.8096
... More
18 vol-1-2.10c - Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works RMC M25 Grade Roof beam First Floor & as per the direction of engineer incharge of the work
64.04
10552
675775.696
... More
18 vol-1-2.10c - Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works RMC M25 Grade Roof beam Second Floor & as per the direction of engineer incharge of the work
49.58
10656
528368.1104
... More
18 vol-1-2.10c - Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works RMC M25 Grade Roof beam Third Floor & as per the direction of engineer incharge of the work
48.03
10761
516868.1208
... More
18 vol-1-2.10c - Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works RMC M25 Grade Roof beam Terrace Floor & as per the direction of engineer incharge of the work
4.65
10865
50526.156
... More
18 vol-1-2.10c - Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works RMC M25 Grade. For Roof slab GF & as per the direction of engineer incharge of the work
220.2
9794
2156843.586
... More
16 vol-1-2.5.2 - Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works RMC M25 Grade. For Roof slab First Floor & as per the direction of engineer incharge of the work
183.44
9892
1814748.0728
... More
16 vol-1-2.5.2 - Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works RMC M25 Grade. For Roof slab Second Floor & as per the direction of engineer incharge of the work
142.7
9990
1425690.014
... More
16 vol-1-2.5.2 - Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works RMC M25 Grade. For Roof slab Third Floor & as per the direction of engineer incharge of the work
137.58
10088
1388012.9766
... More
16 vol-1-2.5.2 - Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works RMC M25 Grade. For Roof slab. Terrace Floor & as per the direction of engineer incharge of the work
15.36
10186
156468.0192
... More
9 Vol-2-5.2 - Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) & as per the direction of engineer incharge of the work
108.03
6948
750689.667
... More
9 Vol-2-5.4 - Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) & as per the direction of engineer incharge of the work
47.99
6708
321938.5155
... More
7 vol-1-1.9 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. & as per the direction of engineer incharge of the work
1906.27
279
532421.211
... More
7 vol-1-1.8 - Construction of Embankment by excavating the available approved Gravel-Murrum deposited at a place or borrow pits & as per the direction of engineer incharge of the work
3408.34
497
1696330.818
... More
16 vol-1-2.5.1 - Providing and laying in position Reinforced cement concrete for all Super structures of building , M0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. For Chajjas GF & as per the direction of engineer incharge of the work
14.68
10094
148182.5624
... More
16 vol-1-2.5.1 - Providing and laying in position Reinforced cement concrete for all Super structures of building , M0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. For Chajjas. First Floor & as per the direction of engineer incharge of the work
13.84
10195
141100.4608
... More
16 vol-1-2.5.1 - Providing and laying in position Reinforced cement concrete for all Super structures of building , M0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. For Chajjas Second Floor & as per the direction of engineer incharge of the work
10.38
10296
106873.1028
... More
16 vol-1-2.5.1 - Providing and laying in position Reinforced cement concrete for all Super structures of building , M0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. For Chajjas. Third Floor & as per the direction of engineer incharge of the work
10.38
10397
107920.86
... More
S R 2018-19 Shivamogga circle Item NO. 4.21 - Extra for providing throating or drip moulding to R.C.C chajja. Ground Floor & as per the direction of engineer incharge of the work
614.4
36
22708.224
... More
S R 2018-19 Shi Circle Page -15 Item NO. 4.21 - Extra for providing throating or drip moulding to R.C.C chajja. First Floor & as per the direction of engineer incharge of the work
460.8
37
17201.664
... More
S R 2018-19 Shiva circle Page -15 Item NO. 4.21 - Extra for providing throating or drip moulding to R.C.C chajja. Second Floor & as per the direction of engineer incharge of the work
460.8
37
17372.16
... More
S R 2018-19 Shiva circle Page -15 Item NO. 4.21 - Extra for providing throating or drip moulding to R.C.C chajja. Third Floor & as per the direction of engineer incharge of the work
466.8
38
17771.076
... More
13 vol-2-6.7 - 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 1:4 (1 cement : 4 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. GF
271.56
8621
2341268.118
... More
13 vol-2-6.7 - 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 1:4 (1 cement : 4 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. First Floor
253.12
8707
2204110.7424
... More
13 vol-2-6.7 - 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 1:4 (1 cement : 4 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. Second Floor
220.15
8793
1935994.697
... More
13 vol-2-6.7 - 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 1:4 (1 cement : 4 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. Third Floor
189.84
8880
1685817.168
... More
13 vol-2-6.7 - 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 1:4 (1 cement : 4 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. Terrace Floor
90.93
8966
815315.6613
... More
17 vol-2-6.32 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg-m3 and minimum compressive strength of 4.00 N-mm2 conforming to IS 2185 (Part - I) - 2005 & as per the direction of engineer incharge of the work
75
1375
103162.5
... More
17 vol-2-6.34 - Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 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. GF
729.72
1084
791490.798
... More
17 vol-2-6.34 - Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 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. First Floor
396
1095
433818
... More
17 vol-2-6.34 - Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 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. Second Floor
294.09
1106
325363.5306
... More
17 vol-2-6.34 - Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 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. Third Floor
294.09
1117
328554.4071
... More
15 vol-1- 2.5.1 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cill Concrete GF & as per the direction of engineer incharge of the work
13.92
6961
96904.08
... More
15 vol-1- 2.5.1 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cill Concrete First Floor & as per the direction of engineer incharge of the work
10.8
7031
75936.096
... More
15 vol-1- 2.5.1 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cill Concrete. Second Floor & as per the direction of engineer incharge of the work
9.6
7100
68167.008
... More
15 vol-1- 2.5.1 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cill Concrete. Third Floor & as per the direction of engineer incharge of the work
8.1
7170
58079.835
... More
15 vol-1- 2.5.1 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cill Concrete. Terrace Floor & as per the direction of engineer incharge of the work
4.5
7239
32579.82
... More
41 vol-2- 8.3.1 - Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick-stone masonary including rounding off corners & as per the direction of engineer incharge of the work
328
371
121917.6
... More
15 vol-1- 2.1.6 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. - For screed concrete- Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates & as per the direction of engineer incharge of the work
87.57
6555
574034.4855
... More
15 vol-1-2.2.3 - Providing and laying in position Cement Concrete for all Foundation works. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. For footings & as per the direction of engineer incharge of the work
7.13
7185
51229.1926
... More
Vol-259-9.5 - Extra for making chequers of approved pattern on 1:2:4 cement concrete floors, steps, landing pavements etc., & as per the direction of engineer incharge of the work
1536.52
57
88734.03
... More
86 vol-2- 11.34B - Providing and fixing M.S. grills of required pattern in frames of windows etc. & as per the direction of engineer incharge of the work
8982.44
192
1725975.846
... More
86 Vol-2-11.34A - Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding GF & as per the direction of engineer incharge of the work
1512
176
266716.8
... More
85 vol-2-11.34B - Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. First Floor & as per the direction of engineer incharge of the work
6875.84
194
1334394.2688
... More
85 vol-2-11.34B - Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Second Floor & as per the direction of engineer incharge of the work
5990.37
195
1174052.6163
... More
85 vol-2-11.34B - Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Third Floor & as per the direction of engineer incharge of the work
5156.88
197
1020598.1208
... More
85 vol-2-11.34B - Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. Terrace Floor & as per the direction of engineer incharge of the work
2500.47
199
499693.9248
... More
85 vol-2-11.34B - Supplying, fitting and placing TMT FE 550 - 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping-welding joints, tying with binding wire - soft annealed steel wire and other ancilary operations complete as per drawing and technical specification GF
121.15
93929
11379601.3275
... More
85 vol-2-11.34B - Supplying, fitting and placing TMT FE 550 - 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping-welding joints, tying with binding wire - soft annealed steel wire and other ancilary operations complete as per drawing and technical specification First Floor & as per the direction of engineer incharge of the work
35.52
94869
3369752.208
... More
85 vol-2-11.34B - Supplying, fitting and placing TMT FE 550 - 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping-welding joints, tying with binding wire - soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Second Floor & as per the direction of engineer incharge of the work
27.8
95808
2663474.91
... More
85 vol-2-11.34B - Supplying, fitting and placing TMT FE 550 - 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping-welding joints, tying with binding wire - soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Third Floor & as per the direction of engineer incharge of the work
26.64
96747
2577360.06
... More
85 vol-2-11.34B - Supplying, fitting and placing TMT FE 550 - 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping-welding joints, tying with binding wire - soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Terrace Floor & as per the direction of engineer incharge of the work
3.48
97687
339950.8992
... More
43 vol-2- 8.10 - Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface - ceilings including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.GF
1830.48
221
405542.844
... More
43 vol-2- 8.10 - Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface - ceilings including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.FIRST FLOOR
1332.24
223
298115.3448
... More
43 vol-2- 8.10 - Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface - ceilings including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.Second Floor
1018.81
225
230230.6838
... More
43 vol-2- 8.10 - Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface - ceilings including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.Third Floor
999.18
228
228012.876
... More
43 vol-2- 8.10 - Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface - ceilings including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.. Terrace Floor
58.89
230
13568.8449
... More
41 vol-2- 8.4.2 - Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.GF
2757.24
327
903271.824
... More
41 vol-2- 8.4.2 - Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.. First Floor
2667.4
330
882589.312
... More
41 vol-2- 8.4.2 - Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.. Second Floor
1996.4
334
667097.06
... More
41 vol-2- 8.4.2 - Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Third Floor
1972.74
337
665661.6582
... More
41 vol-2- 8.4.2 - Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.. Terrace Floor
70.98
340
24182.886
... More
42 vol-2-8.5.2 - Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners whereverrequired smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.GF
1874.28
366
686829.906
... More
42 vol-2-8.5.2 - Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners whereverrequired 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
1729
370
639920.19
... More
42 vol-2-8.5.2 - Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners whereverrequired smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.. Second Floor
1573.73
373
588228.7994
... More
42 vol-2-8.5.2 - Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners whereverrequired smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.. Third Floor
1296.75
377
489445.32
... More
42 vol-2-8.5.2 - Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners whereverrequired 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
830.94
381
316679.5434
... More
42 vol-2-8.2.1 - Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.GF
527.8
309
163486.05
... More
42 vol-2-8.2.1 - Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. First Floor
767.88
312
240231.258
... More
42 vol-2-8.2.1 - Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Second Floor
576.66
315
182195.727
... More
42 vol-2-8.2.1 - Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Third Floor
576.66
319
183977.6064
... More
44 Vol-2-8.16 a - Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications & as per the direction of engineer incharge of the work
55.12
1299
71650.488
... More
43 vol-2-8.16.3 - Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g-m2 width, along route of walls chipped for services junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment). & as per the direction of engineer incharge of the work
11200
46
517440
... More
110 vol-2-12.89 - Providing & fixing of 2.5 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 94mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm x 58mm with GI reinforcement of 1.5mm and mesh sash of size 25mm x 42mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size - 1819mm x 1819mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)Ground Floor & as per the direction of engineer incharge of the work
142.56
6878
980606.088
... More
110 vol-2-12.89 - Providing & fixing of 2.5 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 94mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm x 58mm with GI reinforcement of 1.5mm and mesh sash of size 25mm x 42mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size - 1819mm x 1819mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made).. First Floor & as per the direction of engineer incharge of the work
138.96
6947
965402.3664
... More
110 vol-2-12.89 - Providing & fixing of 2.5 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 94mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm x 58mm with GI reinforcement of 1.5mm and mesh sash of size 25mm x 42mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size - 1819mm x 1819mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). Second Floor & as per the direction of engineer incharge of the work
106.38
7016
746374.8456
... More
110 vol-2-12.89 - Providing & fixing of 2.5 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 94mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm x 58mm with GI reinforcement of 1.5mm and mesh sash of size 25mm x 42mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size - 1819mm x 1819mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). Third Floor & as per the direction of engineer incharge of the work
104.22
7084
738389.3202
... More
110 vol-2-12.89 - Providing & fixing of 2.5 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 94mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm x 58mm with GI reinforcement of 1.5mm and mesh sash of size 25mm x 42mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size - 1819mm x 1819mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). Terrace Floor & as per the direction of engineer incharge of the work
6.48
7153
46355.9112
... More
109 vol-2-12.85 - Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size -1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). Ground Floor & as per the direction of engineer incharge of the work
130.32
6004
782565.084
... More
109 vol-2-12.85 - Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size - 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). First Floor & as per the direction of engineer incharge of the work
146.88
6065
890827.2
... More
109 vol-2-12.85 - Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size - 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). Second Floor & as per the direction of engineer incharge of the work
111.24
6125
681350.562
... More
109 vol-2-12.85 - Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size - 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). Third Floor & as per the direction of engineer incharge of the work
110.16
6185
681350.616
... More
109 vol-2-12.85 - Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size - 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). Terrace Floor & as per the direction of engineer incharge of the work
3.24
6245
20234.286
... More
85 vol-2-11.28 - 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.
2013.48
593
1194497.01
... More
85 vol-2-11.28 - 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. First Floor
796.72
599
477378.6896
... More
85 vol-2-11.28 - 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. Second Floor
597.54
605
361583.4048
... More
85 vol-2-11.28 - 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. Third Floor
597.54
611
365126.817
... More
100 vol-2-12.13.2 - Providing Red Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications.GF and as per directions of the Engineer-in-Charge
1.76
104580
184060.8
... More
100 vol-2-12.13.2 - Providing Red Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. First Floor and as per directions of the Engineer-in-Charge
1.2
105625
126750.96
... More
100 vol-2-12.13.2 - Providing Red Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Second Floor and as per directions of the Engineer-in-Charge
0.95
106671
101338.02
... More
100 vol-2-12.13.2 - Providing Red Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Third Floor and as per directions of the Engineer-in-Charge
0.9
107717
96945.66
... More
100 vol-2-12.13.2 - Providing Red Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Terrace Floor and as per directions of the Engineer-in-Charge
0.15
108763
16314.48
... More
100 vol-2-12.17 - Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. and as per directions of the Engineer-in-Charge
21.52
7439
160092.66
... More
105 vol-2-12.57.1 - 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 30mm thick both side teak Ground floor and as per directions of the Engineer-in-Charge
63.2
4245
268293.48
... More
105 vol-2-12.57.1 - 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 30mm thick both side teak. First Floor and as per directions of the Engineer-in-Charge
63.2
4287
270976.32
... More
105 vol-2-12.57.1 - 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 30mm thick both side teak. Second Floor and as per directions of the Engineer-in-Charge
49.66
4330
215030.283
... More
105 vol-2-12.57.1 - 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 30mm thick both side teak. Third Floor and as per directions of the Engineer-in-Charge
47.4
4372
207256.5
... More
105 vol-2-12.57.1 - 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 30mm thick both side teak. Terrace Floor and as per directions of the Engineer-in-Charge
6.78
4414
29933.4288
... More
105 Vol-2-12.60 - Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete and as per directions of the Engineer-in-Charge
4
1104
4418.4
... More
219 Vol-2-22.15.4 - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS Aldrop 16mm dia, 300mm
130
393
51187.5
... More
105 Vol-2-12.61 - Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete and as per directions of the Engineer-in-Charge
130
1039
135135
... More
105 Vol-2-12.62 - Providing and fixing chromium plated brass handles of 100-125 mm with necessary screws etc. complete and as per directions of the Engineer-in-Charge
260
248
64701
... More
105 Vol-2-12.63 - Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete and as per directions of the Engineer-in-Charge
260
136
35490
... More
105 Vol-2-12.64 - Providing and fixing PTMT door catcher of length 72 mm and dia. of 42 mm with suitable washers weighing not less than 33 gms and as per directions of the Engineer-in-Charge
130
57
7507.5
... More
107 Vol-2-12.74.1 - Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 125x64x1.90mm and as per directions of the Engineer-in-Charge
520
107
55692
... More
112 vol-2-12.94.1 - Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder-rice husk-wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg-m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N-mm2 , modulus of elasticity 850 N-mm2 and resistance to spread of flame of Class A category with property of being termite-borer proof, water-moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) - 30mm thick. GF and as per directions of the Engineer-in-Charge
30.24
3659
110655.72
... More
112 vol-2-12.94.1 - Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder-rice husk-wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg-m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N-mm2 , modulus of elasticity 850 N-mm2 and resistance to spread of flame of Class A category with property of being termite-borer proof, water-moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) - 30mm thick. First Floor and as per directions of the Engineer-in-Charge
63
3695
232837.92
... More
112 vol-2-12.94.1 - Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder-rice husk-wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg-m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N-mm2 , modulus of elasticity 850 N-mm2 and resistance to spread of flame of Class A category with property of being termite-borer proof, water-moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) - 30mm thick. Second Floor and as per directions of the Engineer-in-Charge
47.25
3732
176357.79
... More
112 vol-2-12.94.1 - Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder-rice husk-wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg-m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N-mm2 , modulus of elasticity 850 N-mm2 and resistance to spread of flame of Class A category with property of being termite-borer proof, water-moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) - 30mm thick. Third Floor and as per directions of the Engineer-in-Charge
47.25
3769
178086.6675
... More
111 vol-2-12.93.1 - Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door-window-Clerestory windows & other Frames- Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder-rice husk- wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg-m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N-mm2 , modulus of elasticity 900 N-mm2 and resistance to spread of flame of Class A category with property of being termite-borer proof, water-moisture proof and fire retardant and fixed in position with M.S hold fast-lugs-SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) - size 62 x 100mm.GF
96.8
737
71351.28
... More
111 vol-2-12.93.1 - Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door-window-Clerestory windows & other Frames- Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder-rice husk- wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg-m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N-mm2 , modulus of elasticity 900 N-mm2 and resistance to spread of flame of Class A category with property of being termite-borer proof, water-moisture proof and fire retardant and fixed in position with M.S hold fast-lugs-SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) - size 62 x 100mm First Floor
232
744
172717.04
... More
111 vol-2-12.93.1 - Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door-window-Clerestory windows & other Frames- Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder-rice husk- wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg-m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N-mm2 , modulus of elasticity 900 N-mm2 and resistance to spread of flame of Class A category with property of being termite-borer proof, water-moisture proof and fire retardant and fixed in position with M.S hold fast-lugs-SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) - size 62 x 100mm Second Floor
174
751
130820.16
... More
111 vol-2-12.93.1 - Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door-window-Clerestory windows & other Frames- Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder-rice husk- wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg-m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N-mm2 , modulus of elasticity 900 N-mm2 and resistance to spread of flame of Class A category with property of being termite-borer proof, water-moisture proof and fire retardant and fixed in position with M.S hold fast-lugs-SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) - size 62 x 100mmThird Floor
174
759
132102.54
... More
104 vol-2-12.51 - Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications.GF
36
1066
38404.8
... More
104 vol-2-12.51 - 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 and as per directions of the Engineer-in-Charge
28
1077
30169.16
... More
104 vol-2-12.51 - 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.Second Floor and as per directions of the Engineer-in-Charge
22
1088
23939.08
... More
104 vol-2-12.51 - 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.Third Floor and as per directions of the Engineer-in-Charge
21
1098
23074.8
... More
104 vol-2-12.51 - 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. Terrace Floor and as per directions of the Engineer-in-Charge
3
1109
3328.41
... More
23 vol-2-7.18 - Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications.GF and as per directions of the Engineer-in-Charge
20.2
2139
43208.406
... More
23 vol-2-7.18 - Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications.Second Floor and as per directions of the Engineer-in-Charge
15.15
2160
32727.1815
... More
23 vol-2-7.18 - Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications.Third Floor and as per directions of the Engineer-in-Charge
15.15
2160
32727.1815
... More
63 vol-2-9.24 - 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, Cat Eye, River Pink or equivalent.GF
201.04
2994
602034.384
... More
63 vol-2-9.24 - 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, Cat Eye, River Pink or equivalent.First Floor
65.72
3024
198773.426
... More
63 vol-2-9.24 - 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, Cat Eye, River Pink or equivalent.Second Floor
49.29
3054
150555.8121
... More
63 vol-2-9.24 - 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, Cat Eye, River Pink or equivalent.Third Floor
49.29
3084
152032.0476
... More
65 vol-2-9.39 - Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications.GF. and as per directions of the Engineer-in-Charge
43.4
1521
66030.93
... More
65 vol-2-9.39 - 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 and as per directions of the Engineer-in-Charge
30.8
1536
47329.128
... More
65 vol-2-9.39 - 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.Second Floor and as per directions of the Engineer-in-Charge
23.1
1551
35848.428
... More
65 vol-2-9.39 - 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.Third Floor and as per directions of the Engineer-in-Charge
23.1
1567
36199.779
... More
63 vol-2-9.29 - Providing and laying flooring and steps fine dressed granite stone slabs 40 mm thick on cement mortar bed 1:6, 25 mm thick, and pointed with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications.GF and as per directions of the Engineer-in-Charge
17.64
4521
79755.732
... More
63 vol-2-9.29 - Providing and laying flooring and steps fine dressed granite stone slabs 40 mm thick on cement mortar bed 1:6, 25 mm thick, and pointed with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications.First Floor and as per directions of the Engineer-in-Charge
182.24
4566
832200.7824
... More
63 vol-2-9.29 - Providing and laying flooring and steps fine dressed granite stone slabs 40 mm thick on cement mortar bed 1:6, 25 mm thick, and pointed with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications.Second Floor and as per directions of the Engineer-in-Charge
136.68
4611
630331.2564
... More
63 vol-2-9.29 - Providing and laying flooring and steps fine dressed granite stone slabs 40 mm thick on cement mortar bed 1:6, 25 mm thick, and pointed with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications.Third Floor and as per directions of the Engineer-in-Charge
136.68
4656
636510.5592
... More
63 vol-2-9.23 - Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Flamed finish granite stone slab Black, Cat Eye, River Pink or equivalent.
361.4
2589
935773.02
... More
69 Vol-2-10.1.2 - Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of slab over 0.50 m2 and as per directions of the Engineer-in-Charge
30.36
4133
125503.686
... More
60 vol-1- 9.12.2 - Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4.GF and as per directions of the Engineer-in-Charge
953.64
1202
1146513.69
... More
60 vol-1- 9.12.2 - Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4. First Floor and as per directions of the Engineer-in-Charge
901.16
1214
1094251.5532
... More
60 vol-1- 9.12.2 - Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4. Second Floor and as per directions of the Engineer-in-Charge
675.87
1226
828819.381
... More
60 vol-1- 9.12.2 - Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4. Third Floor and as per directions of the Engineer-in-Charge
675.87
1238
836943.3384
... More
65 vol-2-9.39 - Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved
make and size including cost of materials, labour, complete as per specifications.GF and as per directions of the Engineer-in-Charge
527.8
1521
803021.31
... More
65 vol-2-9.39 - 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 and as per directions of the Engineer-in-Charge
763.88
1536
1173823.8408
... More
65 vol-2-9.39 - 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.Second Floor and as per directions of the Engineer-in-Charge
573.66
1551
890251.4808
... More
65 vol-2-9.39 - 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. Third Floor and as per directions of the Engineer-in-Charge
573.66
1567
898976.8494
... More
60 vol-2-9.11 - 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 (1Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg- m2 including pointing the joints with white cement and matching pigments etc., complete. GF and as per directions of the Engineer-in-Charge
88.2
933
82330.29
... More
60 vol-2-9.10 - 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 (1Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg- m2 including pointing the joints with white cement and matching pigments etc., complete.First Floor and as per directions of the Engineer-in-Charge
271.84
942
256285.3152
... More
60 vol-2-9.10 - 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 (1Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg- m2 including pointing the joints with white cement and matching pigments etc., complete. Second Floor and as per directions of the Engineer-in-Charge
203.88
952
194118.2256
... More
60 vol-2-9.10 - 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 (1Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg- m2 including pointing the joints with white cement and matching pigments etc., complete.Third Floor and as per directions of the Engineer-in-Charge
203.88
961
196020.426
... More
62 vol-2-9.20.1 - Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling - grouting and finishing complete as per direction of Engineer-in-charge. Size of Tile 500x500 mm.GF
88.2
266
23522.94
... More
62 vol-2-9.20.1 - Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling - grouting and finishing complete as per direction of Engineer-in-charge. Size of Tile 500x500 mm. First Floor
271.84
269
73225.5408
... More
62 vol-2-9.20.1 - Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling - grouting and finishing complete as per direction of Engineer-in-charge. Size of Tile 500x500 mm.Second Floor
203.88
272
55461.4764
... More
62 vol-2-9.20.1 - Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling - grouting and finishing complete as per direction of Engineer-in-charge. Size of Tile 500x500 mm.Third Floor
203.88
274
56005.836
... More
50 vol-2-8.51 - Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge.GF
4375.12
105
459387.6
... More
50 vol-2-8.51 - 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
3999.64
106
424161.822
... More
50 vol-2-8.51 - 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.Second Floor
3015.42
107
322951.482
... More
50 vol-2-8.51 - 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.Third Floor
2971.92
108
321413.148
... More
50 vol-2-8.51 - 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
129.87
109
14181.804
... More
50 Vol-2-8.39 - 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.
3900.37
133
520114.3395
... More
50 Vol-2-8.55.1 - Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 g-L as per specifications and asper directions of Engineer in charge.
4018.97
55
223655.6805
... More
50 Vol-2-8.39 - Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 g-L as per specifications and asper directions of Engineer in charge. First Floor
3999.71
134
538680.9428
... More
50 Vol-2-8.55.1 - Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 g-L as per specifications and asper directions of Engineer in charge.
2999.73
56
168614.8233
... More
50 Vol-2-8.39 - Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 g-L as per specifications and asper directions of Engineer in charge. Second Floor
2971.92
136
404240.5584
... More
50 Vol-2-8.55.1 - Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 g-L as per specifications and asper directions of Engineer in charge.
2971.92
56
168686.1792
... More
50 Vol-2-8.39 - Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 g-L as per specifications and asper directions of Engineer in charge.. Third Floor
2971.92
137
408193.212
... More
50 Vol-2-8.55.1 - Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 g-L as per specifications and asper directions of Engineer in charge.
2971.92
57
170350.4544
... More
50 Vol-2-8.39 - Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 g-L as per specifications and asper directions of Engineer in charge.. Terrace Floor
129.87
138
18010.3716
... More
50 Vol-2-8.55.1 - Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 g-L as per specifications and asper directions of Engineer in charge.
129.87
57
7516.8756
... More
46 vol-2-8.31 - Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L-10 m² over and including priming coat of exterior primer applied @ 2.20 kg-10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.GF
2073.84
186
387600.696
... More
46 vol-2-8.31 - Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L-10 m² over and including priming coat of exterior primer applied @ 2.20 kg-10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt,
dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. First Floor
1647.72
188
311040.1044
... More
46 vol-2-8.31 - Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L-10 m² over and including priming coat of exterior primer applied @ 2.20 kg-10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt,
dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Second Floor
1221.24
190
232817.1936
... More
46 vol-2-8.31 - Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L-10 m² over and including priming coat of exterior primer applied @ 2.20 kg-10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt,
dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Third Floor
1218.45
192
234563.8095
... More
46 vol-2-8.31 - Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L-10 m² over and including priming coat of exterior primer applied @ 2.20 kg-10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Terrace Floor
1107.92
194
215357.4896
... More
45 vol-2-8.29 - Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L-10 m²) over and including priming coat of exterior primer applied @ 2.20kg-10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
82.16
300
24657.8592
... More
45 vol-2-8.29 - Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L-10 m²) over and including priming coat of exterior primer applied @ 2.20kg-10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Second Floor
75.51
303
22886.3259
... More
45 vol-2-8.29 - Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L-10 m²) over and including priming coat of exterior primer applied @ 2.20kg-10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Third Floor
78.3
306
23964.498
... More
48 vol-2-8.41 - 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.
474.76
175
83249.166
... More
47 vol-2-8.34.3 & 8.33.3 - Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron- steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr-10 m² over an under coat of primer applied @ 0.80 ltr-10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.GF
343.8
198
68227.11
... More
47 vol-2-8.34.3 & 8.33.3 - Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron- steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr-10 m² over an under coat of primer applied @ 0.80 ltr-10 m² of approved brand and manufacture 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. First Floor
296.4
200
59407.452
... More
47 vol-2-8.34.3 & 8.33.3 - Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron- steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr-10 m² over an under coat of primer applied @ 0.80 ltr-10 m² of approved brand and manufacture 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.Second Floor
257.64
202
52151.4888
... More
47 vol-2-8.34.3 & 8.33.3 - Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron- steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr-10 m² over an under coat of primer applied @ 0.80 ltr-10 m² of approved brand and manufacture 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. Third Floor
235.7
204
48177.08
... More
47 vol-2-8.34.3 & 8.33.3 - Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron- steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr-10 m² over an under coat of primer applied @ 0.80 ltr-10 m² of approved brand and manufacture 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.Terrace Floor
65.71
206
13561.8869
... More
47 vol-2-8.34.1 & 8.33.2 - Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L-10 m²) over and including priming coat of exterior primer applied @ 2.20kg-10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. GF
8.07
200
1618.4385
... More
47 vol-2-8.34.1 & 8.33.2 - Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L-10 m²) over and including priming coat of exterior primer applied @ 2.20kg-10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. First Floor
6.5
202
1316.64
... More
47 vol-2-8.34.1 & 8.33.2 - Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L-10 m²) over and including priming coat of exterior primer applied @ 2.20kg-10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Second Floor
6.3
204
1288.728
... More
47 vol-2-8.34.1 & 8.33.2 - Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L-10 m²) over and including priming coat of exterior primer applied @ 2.20kg-10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Third Floor
6.3
206
1301.391
... More
47 vol-2-8.34.1 & 8.33.2 - Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L-10 m²) over and including priming coat of exterior primer applied @ 2.20kg-10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Terrace Floor
0.69
208
143.9133
... More
Approved Rate - Providing Patti around doors, windows, ventilators and for parapet and compound wall etc., with cement mortar 1:3 and finished as per design and specification including scaffolding etc., complete including curing, cost and conveyance of all materials, cost of labour and equipment 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,. and as per directions of Engineer-in-charge
5040
30
151200
... More
54 Vol-2-8.80 - Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth and as per directions of Engineer-in-charge
11480
69
795564
... More
49 vol-2-8.49 - Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
40000
4
168000
... More
149 Vol-2- 15.1 - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace-Chajjas-Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg-m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g-m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification and as per directions of Engineer-in-charge
2803.31
857
2404819.4835
... More
63 Vol-2- 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&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.
167.28
840
140515.2
... More
SR 2018-19 P.No.149 I.No.19.88 - KSRRB M300-9. Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard - sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintenance the plants for one year complete as per specifications.MORTH Specification No.307 and as per directions of Engineer-in-charge
32
1050
33600
... More
6 vol-1-1.6.1 - Water Supply & Sanitary Works 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 levelling the excavated earth or sorting & stacking theselected 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.and as per directions of Engineer-in-charge
407.5
508
207091.5
... More
7 vol-1-1.10 - Refilling available earth around pipe lines and as per directions of Engineer-in-charge
407.52
168
68463.36
... More
122 vol-2-13.31.2 - Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, 20mm dia having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall -20 mm nominal dia Pipes
1449.08
254
368211.228
... More
122 vol-2-13.31.3 - Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, 25mm dia having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall -20 mm nominal dia Pipes
1120
333
373968
... More
122 vol-2-13.31.4 - Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, 32mm dia having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall -20 mm nominal dia Pipes
590.7
420
248094
... More
122 vol-2-13.31.6 - Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, 50mm dia having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall -20 mm nominal dia Pipes
323.6
820
265368.18
... More
114 vol-5-10.2.1 - Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. complete for:Pipes of SN 4, 75mm dia.and as per directions of Engineer-in-charge
1129.44
227
257342.904
... More
113 vol-5-10.1.7 - Providing PVC ringtite pipes 110mm dia conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 75mm dia., 6 kg-sqcm & class 3 and as per directions of Engineer-in-charge
1340.86
431
578648.133
... More
114 vol-5-10.2.8 - Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to
line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes
wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing
the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving
necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc.
complete for: PPipes of SN 8, 110mm dia and as per directions of Engineer-in-charge
1420
364
517377
... More
113 vol-5-10.1.9 - Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes
wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving
necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. complete for: Pipes of SN 8, 160mm dia and as per directions of Engineer-in-charge
350
731
256147.5
... More
139 Vol-2-14.55a - Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class - Economy and as per directions of Engineer-in-charge
140
1172
164199
... More
119 Vol-2-13.14 - Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g and as per directions of Engineer-in-charge
158
888
140351.4
... More
141 Vol-2-14.67a - Providing and fixing Exposed set for concealed stop cock made of Stainless steel with all concealed fitting rrangements & all necessary accessories complete - Class - Economy and as per directions of Engineer-in-charge
146
632
92286.6
... More
140 Vol-2-14.56a - Providing and fixing Bib cock Two way with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class and as per directions of Engineer-in-charge
62
2024
125512.8
... More
145 Vol-2-14.95a - Providing and fixing Bidet spray made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class - Economy and as per directions of Engineer-in-charge
65
880
57261.75
... More
124 vol-2-13.46 - Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors -100 mm inlet and 75 mm outlet, Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 and as per directions of Engineer-in-charge
160
498
79800
... More
120 vol-2-13.22.1.2 - Providing and fixing PTMT grating of approved quality and colour. 125 mm nominal dia and as per directions of Engineer-in-charge
160
46
7392
... More
Approved Rate - 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) including cost and conveyance of all materials, cost of labour and equipment, 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.
120
105
12600
... More
136 vol-2-14.31 - 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 and as per directions of Engineer-in-charge
76
1281
97356
... More
137 vol-2-14.40.2 - Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings and as per directions of Engineer-in-charge
66
520
34372.8
... More
131 vol-2-14.3.1 - Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid and as per directions of Engineer-in-charge
57.64
6275
361739.994
... More
131 vol-2-14.1 - 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 and as per directions of Engineer-in-charge
9
5128
46153.8
... More
132 vol-2-14.7.1 - Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps and as per directions of Engineer-in-charge
96
3236
310665.6
... More
133 vol-2-14.8 - Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings and as per directions of Engineer-in-charge
80
1494
119532
... More
117 vol-2-13.4.2 - Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end): 32 mm nominal bore and as per directions of Engineer-in-charge
80
627
50232
... More
117 vol-2-13.4.4 - Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end): 50 mm nominal bore and as per directions of Engineer-in-charge
80
897
71820
... More
123 vol-2-13.34 - Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow
pipes but without fittings and the base support for tank and as per directions of Engineer-in-charge
28000
9
264600
... More
NSR-1 - Wall bores in size stone masonry 45cm thick and as per directions of Engineer-in-charge
56
333
18664.8
... More
123 Vol-2-13.36 - Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks and as per directions of Engineer-in-charge
316
339
107171.4
... More
191 vol-5-16.10 - Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6 and as per directions of Engineer-in-charge
64
4447
284659.2
... More
191 vol-5-16.9 - 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 and as per directions of Engineer-in-charge
48
5726
274881.6
... More
15 vol-1- 2.2.3 - Sump Tank - 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 footings - For Sump & Septic and as per directions of Engineer-in-charge
20.88
6852
143077.6944
... More
16 vol-1- 2.4.3 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite-trap-basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - For Wall concrete - - For Sump & Septic and as per directions of Engineer-in-charge
26.71
8981
239889.9888
... More
17 vol-1- 2.5.2 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite- trap-basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - For roof slab - For Sump & Septic and as per directions of Engineer-in-charge
6.32
10777
68115.2536
... More
85 vol-5- 7.3 - Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc - For Sump & Septic and as per directions of Engineer-in-charge
6
2247
13482
... More
85 vol-5- 7.1.1 - Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with: MS angle of 65 x 65 x 8mm - For Sump & Septic and as per directions of Engineer-in-charge
15
4595
68937.75
... More
48 vol-2- 8.36.2 - Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On concrete work 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.
110.6
180
19974.36
... More
15 vol-1- 2.1.6 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite-trap-basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates - For Sump & Septic and as per directions of Engineer-in-charge
2.2
6555
14421.33
... More
122 Vol-2- 13.33.5 - Providing and fixing 40mm dia Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge - For Sump
80
500
40068
... More
122 Vol-2- 13.33.6 - Providing and fixing 50mm dia Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge - For Sump
120
757
90846
... More
113 vol-5-10.1.9 - Septic Tank - Providing PVC ringtite pipes 160mm dia conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 75mm dia., 6 kg-sqcm & class 3 and as per directions of Engineer-in-charge
50
648
32445
... More
191 vol-5-16.9 - 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 and as per directions of Engineer-in-charge
4
5726
22906.8
... More
126 vol-2-13.52 - Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement: 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) With common burnt clay (non modular) bricks of class designation 3.5 and as per directions of Engineer-in-charge
8
11083
88670.4
... More
16 vol-1-2.5.2 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite- trap-basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - For Roof slab - For Soak pit and as per directions of Engineer-in-charge
1.16
11036
12801.7948
... More
208 vol-5-16.62.2 - Providing to work spot rolling, lowering and placing in position RCC perforated rings in the already excavated pit including loading and unloading at both the destinations with all lead and lift with appurtenances., complete. 1200 mmx1250 mm - For Soak pit & RWH and as per directions of Engineer-in-charge
18
10021
180381.6
... More
140 Vol-5- 12.4 - BOREWELL - Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers's method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100-- is to be deducted for Dry Borewell towards yield test. etc. complete and as per directions of Engineer-in-charge
8
5552
44419.2
... More
139 Vol-5- 12.2.1 - Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap
with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor
for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: (Above 300m of drilling add 10% for every 50m depth)
400
324
129780
... More
139 Vol-5- 12.2.2 - Borewell depth of 50 to 100 Mtrs and as per directions of Engineer-in-charge
400
406
162540
... More
139 Vol-5- 12.2.3 - Borewell depth of 100 to 150 Mtrs and as per directions of Engineer-in-charge
400
432
173040
... More
139 Vol-5- 12.2.4 - Borewell depth of 150 to 200 Mtrs and as per directions of Engineer-in-charge
400
501
200760
... More
143 Vol-5- 12.32 - Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material
and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg-m.prices include Collar-Medium duty and as per directions of Engineer-in-charge
160
2029
324744
... More
143 Vol-5- 12.33 - Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments and as per directions of Engineer-in-charge
16
157
2520
... More
143 Vol-5- 12.34 - Providing and laying at site of work MS casing caps as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge.
8
172
1377.6
... More
122 Vol-2- 13.33.6 - Providing and fixing 50mm dia Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
400
757
302820
... More
17 vol-2-6.34 - 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 and as per directions of Engineer-in-charge
135.1
1159
156607.92
... More
15 vol-1- 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 nominal size graded crushed coarse aggregates and as per directions of Engineer-in-charge
20.76
6527
135518.166
... More
59 Vol-2-9.1 - Providing and laying Cement concrete flooring 40 mm thick with 20 mm nominal size stone aggregate using 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry complete and as per directions of Engineer-in-charge
196
473
92815.8
... More
42 vol-2-8.9 - 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.
476.49
404
192621.0825
... More
45 Vol-2-8.28 - Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg-10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
326.67
93
30527.3115
... More
63 Vol-2-9.26 - Providing and laying flooring with burnt stone slabs 10 cms thick, rough chistle dressed on sand bed 7.5 cms to 8 cms thick and pointed with cement mortar 1:3, , including cost of materials, sand, labour, curing complete as per specifications and as per directions of Engineer-in-charge
37.8
2488
94065.3
... More
122 vol-2-13.31.3 - Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall -25 mm nominal dia Pipes and as per directions of Engineer-in-charge
420
333
140238
... More
122 vol-2-13.31.4 - Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall -32 mm nominal dia Pipes and as per directions of Engineer-in-charge
574
420
241080
... More
Approved Rate - Providing and fixing in position Jaquar - Hindware - Parry ware bib cock of approved quality 20mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. Short body Cock and as per directions of Engineer-in-charge
70
1250
87500
... More
16 vol-1-2.5.2 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite- trap-basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Ground Floor Chejjas and as per directions of Engineer-in-charge
7.52
10418
78346.8944
... More
44 vol-2-8.16a - Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications and as per directions of Engineer-in-charge
300.9
1299
391139.91
... More
41 vol-2- 8.4.2 - Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
628.8
327
205994.88
... More
48 Vol-2-8.39 - 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.
829.43
133
110604.4905
... More
50 vol-2-8.51 - 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.
829.43
105
87090.15
... More
217 Vol-2-22.6 - Providing and supplying 19mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes,shelves,racks,almirah,cupboard and drawer etc. including necessary nails,screws etc. complete as per direction of Engineer-in-charge.
358.68
1155
414275.4
... More
218 Vol-2-22.8 - Labour & installation charges for BWP ply:BWR ply:HDHMR: MDF & Particle board work of any thickness applicable for all types of work and as per directions of Engineer-in-charge
423.36
2100
889056
... More
218 Vol-2-22.9(b) - Providing and fixing stainless steel 304 grade fancy handle of approved make fixed with SS screws etc. complete as per direction of Engineer-incharge. 150 mm length
366
1417
518805
... More
218 Vol-2-22.10 - Providing and fixing Stainless Steel 304 grade soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make-brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge.
732
420
307440
... More
107 Vol-2-12.77.1 - Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete. and as per directions of Engineer-in-charge
366
326
119517.3
... More
17 vol-3- 3.7 - CC Road - Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction and as per directions of Engineer-in-charge
132
110
14553
... More
17 vol-3- 3.6 - 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 and as per directions of Engineer-in-charge
153.59
517
79505.8635
... More
26 vol-3- 4.17 - 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 and as per directions of Engineer-in-charge
136.76
2686
367467.282
... More
50 vol-3- 6.5 - Construction of M30 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with OPC @ 270 kg-m3 and GGBS@ 90 kg-m3, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing and as per directions of Engineer-in-charge
141.468
8230
1164416.0346
... More
163 vol-3- 17(C4) - Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 4-8 hours of casting of bay - slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge
120
73
8820
... More
74 vol-3-8.42.8 - Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra)300 x 200 x 150 mm size
240
352
84672
... More
66 vol-3-8.10 - Painting Two Coats on New Concrete Surfaces- Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces and as per directions of Engineer-in-charge
108
114
12360.6
... More
Vol-6(Part-III)Page-2-1.2.1 - Internal Electrification 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 and as per directions of Engineer-in-charge
3280
66
216480
... More
Vol-6(Part-III)Page-2-1.2.2 - 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 and as per directions of Engineer-in-charge
2360
78
184080
... More
Vol-6(Part-III)Page-4-1.13 - Supplying And Fixing Metal Fan Box with Round Hook and as per directions of Engineer-in-charge
138
117
16146
... More
Vol-6(Part-III)Page-2-1.3.1 - 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 and as per directions of Engineer-in-charge
2240
68
152320
... More
Vol-6(Part-III)Page-2-1.3.2 - 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 and as per directions of Engineer-in-charge
1480
79
116920
... More
Vol-6(Part-III)Page-18-5.19.9 - 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.-II - Double Door 12 Way SP & N and as per directions of Engineer-in-charge
28
2329
65212
... More
Vol-6(Part-III)Page-8-3.4.1 - 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 and as per directions of Engineer-in-charge
70
138
9660
... More
Vol-6(Part-III)Page-8-3.4.3 - 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 and as per directions of Engineer-in-charge
44
177
7788
... More
Vol-6(Part-III)Page-8-3.4.4 - 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 and as per directions of Engineer-in-charge
238
220
52360
... More
Vol-6(Part-III)Page-8-3.4.5 - 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 and as per directions of Engineer-in-charge
58
261
15138
... More
Vol-6(Part-III)Page-8-3.4.6 - 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 and as per directions of Engineer-in-charge
42
319
13398
... More
Vol-6(Part-III)Page-8-3.4.7 - 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 16 Way and as per directions of Engineer-in-charge
36
363
13068
... More
Vol-6(Part-III)Page-5-2.2.1 - 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 and as per directions of Engineer-in-charge
438
269
117822
... More
Vol-6(Part-III)Page-5-2.2.2 - 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 and as per directions of Engineer-in-charge
354
379
134166
... More
Vol-6(Part-III)Page-5-2.2.3 - 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 and as per directions of Engineer-in-charge
330
555
183150
... More
Vol-6(Part-III)Page-5-2.3.2 - 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 and as per directions of Engineer-in-charge
6740
26
175240
... More
Vol-6(Part-III)Page-5-2.3.3 - 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 and as per directions of Engineer-in-charge
15300
42
642600
... More
Vol-6(Part-III)Page-5-2.3.4 - 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 and as per directions of Engineer-in-charge
3580
63
225540
... More
Vol-6(Part-III)Page-5-2.3.5 - 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 and as per directions of Engineer-in-charge
1220
92
112240
... More
Vol-6(Part-III)Page-8-3.5.1 - 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 and as per directions of Engineer-in-charge
70
137
9590
... More
Vol-6(Part-III)Page-8-3.5.3 - 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 and as per directions of Engineer-in-charge
44
175
7700
... More
Vol-6(Part-III)Page-8-3.5.4 - 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 and as per directions of Engineer-in-charge
238
234
55692
... More
Vol-6(Part-III)Page-8-3.5.5 - 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 and as per directions of Engineer-in-charge
58
284
16472
... More
Vol-6(Part-III) Page-8-3.5.6 - 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 and as per directions of Engineer-in-charge
42
344
14448
... More
Vol-6(Part-III) Page-8-3.5.7 - 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. 16 Module and as per directions of Engineer-in-charge
36
397
14292
... More
Vol-6(Part-III)Page-9-3.6.1 - Supplying and fixing of modular switch & connected accessories on
existing modular switch plate as per IS 3854 and IS 1293. 6A One Way Switch and as per directions of Engineer-in-charge
1886
102
192372
... More
Vol-6(Part-III)Page-9-3.6.2 - Supplying and fixing of modular switch & connected accessories on
existing modular switch plate as per IS 3854 and IS 1293. 6A Two Way Switch and as per directions of Engineer-in-charge
34
166
5644
... More
Vol-6(Part-III)Page-9-3.6.3 - Supplying and fixing of modular switch & connected accessories on
existing modular switch plate as per IS 3854 and IS 1293. 6A Three Way socket and as per directions of Engineer-in-charge
715
171
122265
... More
Vol-6(Part-III)Page-9-3.6.4 - 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 and as per directions of Engineer-in-charge
135
357
48195
... More
Vol-6(Part-III)Page-9-3.6.9 - Supplying and fixing of modular switch & connected accessories on
existing modular switch plate as per IS 3854 and IS 1293. 32A DP Switch and as per directions of Engineer-in-charge
94
326
30644
... More
Vol-6(Part-III)Page-9-3.6.10 - Supplying and fixing of modular switch & connected accessories on
existing modular switch plate as per IS 3854 and IS 1293. 6-16A Universal Socket and as per directions of Engineer-in-charge
94
236
22184
... More
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 and as per directions of Engineer-in-charge
895
74
66230
... More
Vol-6(Part-III)Page-30-6.1 - 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 and as per directions of Engineer-in-charge
75
1492
111900
... More
Vol-6(Part-III)Page-30-6.3.1 - 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 and as per directions of Engineer-in-charge
135
2984
402840
... More
Vol-6(Part-III)Page-30-6.5.1 - Supplying wall mounting fan suitable to operate at single- phase 230v AC. supply. 300 mm Sweep and as per directions of Engineer-in-charge
8
2492
19936
... More
Vol-6(Part-III)Page-44-11.5.2 - Supply of round-square recess-surface mounted rolling type LED Down light with ...... W GU 10 LED Lamp Rib Fabricated from diecast aluminium with white powder coated prewired to mains connector & has swivelling unit of aluminium diecast eye ball & LED Lamp position retained by circular wire spring,with Life of 25000 burning hours & 70% lumen maintenance with CRI - 80. Power Input: 220-240V @50-60Hz & Power factor -0.9 along with CE approved. 2years Warranty against any manufacturing defect working under standard electrical conditionLED square or round down light 10-12W and as per directions of Engineer-in-charge
8
885
7080
... More
Vol-6(Part-III)Page-45-11.6.3 - Supplying of recess mounting non integral type LED w luminaire comprising of pressure decast-extruded aluminium housing, with spring loaded false ceiling clamps, Power LEDs with CCT 6500 degree K, CRI- 70%. efficacy - 100 lumen per W, 120degree beam spread, life- 25000 burning hours and Compliance to IS 10322-IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level LEDs are driven by HF electronic driver integrated in a separate control gear assembly., with PF - 0.95, power loss should- 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL-CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition-LED modular down light 2'x2' 36 W and as per directions of Engineer-in-charge
8
4553
36424
... More
Vol-6(Part-III)Page-43-11.3.2 - Supplying of .....feet -PVC Batten with integrated LED tube 20-22 W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI - 80. Power Input: 220- 240V@ 50-60Hz & 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 and as per directions of Engineer-in-charge
680
690
469200
... More
Vol-6(Part-III)Page-47-11.11.7 - Supplying & fixing of retrofit type - LED bulb ...... W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI- 70%. efficacy -80 lumen per W, life- 25000 burning hours and Compliance to IS 10322-IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF - 0.95, power loss should - 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL-CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition.18W, 6500K and as per directions of Engineer-in-charge
155
426
66030
... More
Vol-6(Part-III)Page-56-13.7.1 - 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 and as per directions of Engineer-in-charge
696
122
84912
... More
Vol-6(Part-III)Page-57-13.10 - 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 and as per directions of Engineer-in-charge
143
171
24453
... More
Vol-6(Part-III)Page-57-13.12 - Extra length of GI pipe of class B 19 mm dia for down rod and as per directions of Engineer-in-charge
64
197
12608
... More
Vol-6(Part-III)Page-57-13.14 - 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 and as per directions of Engineer-in-charge
75
492
36900
... More
Vol-6(Part-III)Page-48-12.2.1 - 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 and as per directions of Engineer-in-charge
5
246
1230
... More
Vol-6(Part-III)Page-17-5.18.4 - 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 DP and as per directions of Engineer-in-charge
144
739
106416
... More
Vol-6(Part-III)Page-18-5.20.1 - Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240-450V upto 300mA sensitivity on existing wood- panel board.16A-25A 2 pole and as per directions of Engineer-in-charge
28
4277
119756
... More
Vol-6(Part-III)Page-9-3.6.11 - Supplying and fixing of modular switch & connected accessories on
existing modular switch plate as per IS 3854 and IS 1293. TV-Telephone Socket and as per directions of Engineer-in-charge
10
156
1560
... More
Vol-6(Part-III)Page-36-8.2.2 - Supplying and drawing PVC flexible one pair telephone
unarmoured tinned copper cable.-2Pair and as per directions of Engineer-in-charge
440
21
9240
... More
Vol-6(Part-III)Page-36-8.1 - Supplying and drawing UTP-CAT 6E LAN cable and as per directions of Engineer-in-charge
150
38
5700
... More
Vol-6(Part-III)Page-36-8.3 - Supplying and drawing PVC insulated gas injected physical foam
jelly flooded co-axial TV cable.RG-6 and as per directions of Engineer-in-charge
260
44
11440
... More
Vol-6(Part-III)Page-35-7.4.3 - Supplying,installation,testing and commissioning of solar hotwater heater comprising of high quality Evacuated Glass Tube (E GT) with absorber coating collector of size 58x1800mm. Innertank Material- Stainless steel 304-L Grade with Aluminium Stuccocladding made of Highquality PUF insulation tominimize sheat loss and hold water Temperature upto 72Hrs... with appropriatecapacityelectricalbackup arrangement excluding inlet and out let pipes. Fitted with Sacrificial Anode-300 L - 29 nos Tubes and as per directions of Engineer-in-charge
24
51528
1236672
... More
Vol-6(Part-III)Page-38-9.2.5 - UPS With Batteries Supplying,erecting,testing & commissioning of 2 KVAOFF-LINE UPS system suitable for operationon 230V,50Hz, A-C supply, with all accessories complete and Excluding batteries and wiring complete.- 2 KVAOFF-LINE UPS and as per directions of Engineer-in-charge
7
21293
149051
... More
Vol-6(Part-III)Page-32-6.22 - Extra for Fabrication supply and fixing of Stand fabricated using slotted angle -L angle of size 6mm x 50mm for mounting out door-indoor A.C. unit- Batteries.and as per directions of Engineer-in-charge
7
4807
33649
... More
Vol-6(Part-III)Page-38-9.4.6 - Supplying,installation,testing & commissioning of 12V..AH batteries in polypropylene container for D.G.sets.Lowmaintenancebatteries, plate type.-150 AH capacity and as per directions of Engineer-in-charge
14
28187
394618
... More
Vol-6(Part-III)Page-14-5.7.3 - Paneling work Supplying & fixing of Porcelain fuse channel with cut out on existing wooden-panel using necessary nuts, bolts and washers. 63 A and as per directions of Engineer-in-charge
12
401
4812
... More
Vol-6(Part-III)Page-17-5.17.2 - Supplying and fixing regular MCCB distribution Panelcon firming to IS-IEC61439-3 and IK09 test edasper IS-IEC62262 with minimum IP43 protection provided with Polyurethane (PUR) gasket, with suitable earthing system, on wall - woodboard - flushmounting using requiredclA, bolts, nuts, etc., with provision for fixing of suitable type capacity MCCB' sasanin comerfor 3phase Double door with necessary busbar completely wired touseon 440V3 phase 4wire powder coated painting etc., complete witha provision for fixing of single- three phase suitable capacity MCB' sas outgoings confirming to IS-IEC 60898 - 2 -8 Way and as per directions of Engineer-in-charge
3
12605
37815
... More
Vol-6(Part-III)Page-15-5.12.1 - 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 and as per directions of Engineer-in-charge
4
6881
27524
... More
Vol-6(Part-III)Page-17-5.15.9 - 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=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit-Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism.100 A 25 kA and as per directions of Engineer-in-charge
7
8487
59409
... More
Vol-6(Part-III)Page-17-5.18.7 - 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 and as per directions of Engineer-in-charge
27
1717
46359
... More
Vol-6(Part-III)Page-18-5.21 - 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 and as per directions of Engineer-in-charge
4
9255
37020
... More
Vol-6(Part-III)Page-19-5.29 - Supplying, fixing and wiring 3 Phase Digital A mmeter - Voltmeter and as per directions of Engineer-in-charge
4
1425
5700
... More
Vol-6(Part-III)Page-19-5.34-Vol-6 - Supplying, fixing and wiring 50-5 to 400-5A 5VA burden Current
Transformer Class 0.5 accuracy with Tape Wound. and as per directions of Engineer-in-charge
12
562
6744
... More
Vol-6(Part-III)Page-19-5.38 - Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230-440VAC. 50 Hz 12-24V D.C and as per directions of Engineer-in-charge
12
515
6180
... More
Vol-6(Part-III)Page-20-5.40.1 - 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 and as per directions of Engineer-in-charge
3.2
2465
7888
... More
Vol-6(Part-III)Page-20-5.41.1 - 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 and as per directions of Engineer-in-charge
32
305
9760
... More
Vol-6(Part-III)Page-20-5.42.2 - 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 and as per directions of Engineer-in-charge
256000
-
110080
... More
Vol-6(Part-III)Page-3-1.9.2 - 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 and as per directions of Engineer-in-charge
48
22
1056
... More
Vol-6(Part-III)Page-55-12.58.7 - UG Cable GI-Copper strips for grounding connections, using necessary fixing materials as required.25 x 3 mm Copper strip and as per directions of Engineer-in-charge
88
570
50160
... More
Vol-6(Part-III)Page-54-12.56 - 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 and as per directions of Engineer-in-charge
24
3510
84240
... More
Vol-6(Part-II)Page-13-32.05 - Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms-Kms (Max) as per IS-3975. 4 core 16 sq mm and as per directions of Engineer-in-charge
0.64
141842
90778.88
... More
Vol-6(Part-II)Page-13-32.11 - Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms-Kms (Max) as per IS-3975. 50 Sqmm, 3.5 Core, (18 GI Strips - 4 x 0.8 mm) and as per directions of Engineer-in-charge
0.14
178973
25056.22
... More
Vol-6(Part-II)Page-13-32.13 - Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms-Kms (Max) as per IS-3975. 70 Sqmm, 3.5 Core, (18 GI Strips - 4 x 0.8 mm) and as per directions of Engineer-in-charge
0.48
317912
152597.76
... More
Vol-6(Part-II)Page-52-21.05 - 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 and as per directions of Engineer-in-charge
0.64
20886
13367.04
... More
Vol-6(Part-II)Page-52-21.06 - 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 and as per directions of Engineer-in-charge
0.62
31139
19306.18
... More
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 and as per directions of Engineer-in-charge
466
484
225544
... More
Vol-6(Part-II)Page-28-63.04 - Supplying and fixing of heavy duty Brass Cable Gland. 45 mm dia and as per directions of Engineer-in-charge
24
197
4728
... More
Vol-6(Part-III)Page-46-11.8.3 - Street light 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 @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT - 5500K, IP66 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 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 & 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.-LED Streetlight 70W and as per directions of Engineer-in-charge
20
5992
119840
... More
Vol-6(Part-III)Page-56-13.1.1-Vol-6 - 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 and as per directions of Engineer-in-charge
20
978
19560
... More
CSR-page-157-13.40.1-Vol-5 - Pump se tSupply 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 and as per directions of Engineer-in-charge
4
15610
62440
... More
CSR-page-152-13.13.6-Vol-5 - Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work. 5.00 HP - 90 LPM @ 110 m = 15 STG Outlet Dia - 2.00 etc. complete and as per directions of Engineer-in-charge
4
32137
128548
... More
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.
4
6500
26000
... More
Vol-6(Part-III)Page-7-2.6.1 - Supplying and drawing 3 core flat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper with low resistance conductor confirming to13:8130-1984 and virgin grade PVC insulation and powder coating extruded PVC sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990. 3C x 2.5 sq mm and as per directions of Engineer-in-charge
160
117
18720
... More
Vol-6(Part-III)Page-7-2.6.2 - Supplying and drawing 3 core flat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper with low resistance conductor confirming to13:8130-1984 and virgin grade PVC insulation and powder coating extruded PVC sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990. 3C x 4 sq mm and as per directions of Engineer-in-charge
810
168
136080
... More
CSR-page-98-9.5.1-Vol-5 - Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 16.0-63mm dia and as per directions of Engineer-in-charge
700
327
228900
... More
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
4
6500
26000
... More
CSR-Page-155-13.23.2-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 above 3 to 6 HP pumps and as per directions of Engineer-in-charge
4
9550
38200
... More
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 and as per directions of Engineer-in-charge
8
1250
10000
... More
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 and as per directions of Engineer-in-charge
8
1250
10000
... More
Vol-6(Part-III)Page-54-12.57 - External Electrification Supplyin,gfixing and wiring earth electrode for grounding of lifts, transformers, DGsets etc. using 40mm dia 2.9mm thick 2.5m long GI pipe with GI funnel with meshand suitable size reducer fixed on the top of theear the lectrode. The funnel should been close dina CC chamber of 400x400x400 mm with acastiron cover. Theear the lectrode shall havest aggered holes of 12mm dia and theel ectrode should be covered 150mm all-round with alternatelayers of salt and charcoal from the bottom of the CC chamber. The connection from theelectrode is to be established through GI strip using GI bolts and nuts and as per directions of Engineer-in-charge
16
4256
68096
... More
BSR-18-19-41.10 - Supplying & fixing M.S rectangular pole made of 2 equal angles 65 x 65 x 6 mm welded together & fixed in C.C (1:2:4) with 2 nos 16 mm dia MS . Hold fast rods each of length 25cms. Including cost of all materials cutting, bending scaffolding wherever neccessary, nicely finishing the welded joints with all lead lifts and as per the directions of the engineer-in-charge of the work and including providing 2 coats of approved quality paint over one coat of shop painting ( excluding cost of earthwork and concrete) including cost of materials, labour, HOM complete as per specifications. and as per directions of Engineer-in-charge
88
859
75592
... More
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)
144
803
115632
... More
CSR-Page-15-2.1.6-Vol-1 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite-trap-basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates and as per directions of Engineer-in-charge
1.44
6243
8989.92
... More
Vol-6(Part-III)Page-20-5.41.1 - 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 and as per directions of Engineer-in-charge
72
305
21960
... More
Vol-6(Part-II)Page-07-13.02 - Distribution Transformer - 3 Phase,11kV-433V - Amorphous Core with Oil as per IS-1180 (Part-1): 2014 OPEN BUSHING TYPE 63kVA, Aluminium Wdg, Star 2 (5 Star) and as per directions of Engineer-in-charge
4
166641
666564
... More
Vol-6(Part-II)Page-09-18.01 - LT Distribution Box for 100 kVA DTC with MCCB's (Sheet Metal) (Dwg No. BESCOM-GM-QS&S-58 Dtd 24.11.2018) and as per directions of Engineer-in-charge
4
22686
90744
... More
Vol-6(Part-II)Page-09-17.01 - LT Protection kit (Dwg No. BESCOM-GM-QS&S-10 Dtd 24.11.2018 and as per directions of Engineer-in-charge
4
2023
8092
... More
Vol-6(Part-II)Page-10-21.08 - Double Pole TC Sets for erection of Transformers on RCC-PSCC 9 Mtrs Long Poles as per IS-1977, For 100-300kVA 4-5 Star Rated Transformers using 9 mtr RCC Pole 145Kg WL - GI and as per directions of Engineer-in-charge
4
30694
122776
... More
Vol-6(Part-II)Page-11-24.01 - GOS as per IS-9921, IS-1977 11kV, 200 Amps Single Break GOS (Dwg No. BESCOM-GM-QS&S-23 Dtd 24.11.2018) and as per directions of Engineer-in-charge
8
9450
75600
... More
Vol-6(Part-II)Page-12-25.01 - DOLO Cutouts as per IS-9385, Part-1 to 3, 11kV DOLO Cutouts Conventional to Erstwhile KEB Specification (Dwg No. BESCOM-GM-QS&S-20 Dtd 24.11.2018) and as per directions of Engineer-in-charge
4
5875
23500
... More
Vol-6(Part-II)Page-03-1.01 - RCC Pole - 9 Mtr Long, 150 Kg WL Sq Section (Dwg No. BESCOM-GM-QS&S-51 Dtd 24.11.2018) as per IS-785 and as per directions of Engineer-in-charge
4
7076
28304
... More
Vol-6(Part-II)Page-03-1.06 - PSCC Pole - 9 Mtr Long, 200 Kg WL (Dwg No.(Dwg No. BESCOM-GM-QS&S-50 Dtd 24.11.2018) as per REC Standards and as per directions of Engineer-in-charge
11
4199
46189
... More
Vol-6(Part-II)Page-03-2.02 - Cross Arms (MS & GI) as per IS-1977 11kV Horizontal X Arms - Galvanised Iron (GI) and as per directions of Engineer-in-charge
12
487
5844
... More
Vol-6(Part-II)Page-03-2.03 - Cross Arms (MS & GI) as per IS-1977 11kV Special 3 Pin X Arm - MS (Dwg No. BESCOM-GM-QS&S-03 Dtd 24.11.2018) and as per directions of Engineer-in-charge
4
879
3516
... More
Vol-6(Part-II)Page-04-2.12 - HT ST Support 50x6mm Flat - GI and as per directions of Engineer-in-charge
16
121
1936
... More
Vol-6(Part-II)Page-05-6.06 - 11kV, 5KN Composite-Polymeric Pin Insulator (24mm dia FRP Rod) and as per directions of Engineer-in-charge
72
205
14760
... More
Vol-6(Part-II)Page-05-6.10 - 11kV, 45kN Polymeric Insulator and as per directions of Engineer-in-charge
36
186
6696
... More
Vol-6(Part-II)Page-03-24.a - Guy set complete with No.15 strain insulator & Cocreting matrials and as per directions of Engineer-in-charge
8
593
4744
... More
Vol-6(Part-II)Page-45-5.10 - Fixing of GUY Set with break insulator making use of 7-3.15 mm (7-10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT) and as per directions of Engineer-in-charge
8
266
2128
... More
Vol-6(Part-II)Page-05-7.02 - Rabbit ACSR(6-3.35 mm Al + 1-3.35 mm St), Std Wt: 214 Kg-KM and as per directions of Engineer-in-charge
2.84
46234
131304.56
... More
Vol-6(Part-II)Page-03-2.16 - Spiral Earth Electrode and as per directions of Engineer-in-charge
24
239
5736
... More
Vol-6(Part-II)Page-03-2.15 - EG Stirrup (MS) with GI wire lacing and as per directions of Engineer-in-charge
24
276
6624
... More
Vol-6(Part-II)Page-32-68.17 - Caution-Danger Board and as per directions of Engineer-in-charge
8
150
1200
... More
Vol-6(Part-II)Page-04-4.02 - Anti climbing device GI Barbed wire (12mtrs-Kg) and as per directions of Engineer-in-charge
8
89
712
... More
Vol-6(Part-III)Page-19-5.31 - Supplying and fixing Electronic Trivector Meter (ETV) suitable for operation LT operation and -CT operated meter in polycarbonate body in class 0.5 accuracy as per IS 14697 and completely wired and as per directions of Engineer-in-charge
4
4390
17560
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