Indian Oil Corporation Limited Tender
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Costs
EMD
₹ 14,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Combined station works including Civil, Mechanical, Electrical, Telecom & Instrumentation works
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
2024_PLHO_180511_1Bid Award Id
ViewTender No
PLCC/CSW offloading Panipat/CL/24090Tender Authority
Indian Oil Corporation Limited ViewPurchaser Address
-Website
http://https://www.iocl.com/
GEM & Bid Advisory Services
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Documents
Bidders_help_Document_for_Preferencial_ Bidding_20230207_v1
Special_Instructions_to_the_Bidders_20230207_version_1a
BOQ Items
24" SWMG ANSI 150#
40
68140
-
18" SWMG ANSI 150#
5
5203
-
16" SWMG ANSI 150#
5
4410
-
14" SWMG ANSI 150#
5
3734
-
12" SWMG ANSI 150#
90
61077
-
4" SWMG ANSI 150#
70
18785
-
3" SWMG ANSI 150#
15
3219
-
2" SWMG ANSI 150#
65
8522
-
1" SWMG ANSI 150#
65
5249
-
36" SWMG ANSI 600#
5
17655
-
24" SWMG ANSI 600#
20
47081
-
18" SWMG ANSI 600#
5
8827
-
14" SWMG ANSI 600#
2
3381
-
4" SWMG ANSI 600#
5
4838
-
3" SWMG ANSI 600#
10
4878
-
2" SWMG ANSI 600#
45
12662
-
1" SWMG ANSI 600#
25
3861
-
Supply and delivery of Steel Fasteners as per technical specifications from approved vendors specified in tender document.
-
-
-
Fasteners for Flanges 24" x 150# (1.125" Dia. X 7.75" Length)
800
372568
-
Fasteners for Flanges 18" x 150# (1.125" Dia. X 6.50" Length)
80
28153
-
Fasteners for Flanges 16"/14" x 150# (1.000" Dia. X 6.00" Length)
160
45028
-
Fasteners for Flanges 12" x 150# (0.875" Dia. X 5.50" Length)
1080
217616
-
Fasteners for Flanges 4" x 150# (0.625" Dia. X 4.00" Length)
560
51667
-
Fasteners for Flanges 3" x 150# (0.625" Dia. X 4.00" Length)
60
4567
-
Fasteners for Flanges 2" x 150# (0.625" Dia. X 3.75" Length)
260
19859
-
Fasteners for Flanges 1" x 150# (0.500" Dia. X 3.00" Length)
260
15352
-
Fasteners for Flanges 36" x 600# (2.500" Dia. X 17.75" Length)
140
451800
-
Fasteners for Flanges 24" x 600# (1.875" Dia. X 14.25" Length)
480
932690
-
Fasteners for Flanges 20"/18" x 600# (1.625" Dia. X 12.75" Length)
100
140973
-
Fasteners for Flanges 14" x 600# (1.375" Dia. X 11.00" Length)
40
29700
-
Fasteners for Flanges 4" x 600# (0.875" Dia. X 6.50" Length)
40
14476
-
Fasteners for Flanges 3" x 600# (0.750" Dia. X 5.50" Length)
80
12494
-
Fasteners for Flanges 2" x 600# (0.625" Dia. X 4.75" Length)
360
48979
-
Fasteners for Flanges 1" x 600# (0.625" Dia. X 4.00" Length)
100
10952
-
Supply and delivery of Steel Flanges as per technical specifications from approved vendors specified in tender document:
-
-
-
24", WNRF FLANGE, ANSI - 150# (B 16.5)
2
59653
-
18", WNRF FLANGE, ANSI - 150# (B 16.5)
2
38715
-
16", WNRF FLANGE, ANSI - 150# (B 16.5)
2
26529
-
14", WNRF FLANGE, ANSI - 150# (B 16.5)
2
25285
-
12", WNRF FLANGE, ANSI - 150# (B 16.5)
2
19528
-
4", WNRF FLANGE, ANSI - 150# (B 16.5)
70
116774
-
3", WNRF FLANGE, ANSI - 150# (B 16.5)
15
17044
-
2", WNRF FLANGE, ANSI - 150# (B 16.5)
65
40506
-
1", WNRF FLANGE, ANSI - 150# (B 16.5)
65
26998
-
36", WNRF FLANGE, ANSI - 600# (B 16.5)
1
84608
-
24", WNRF FLANGE, ANSI - 600# (B 16.5)
1
56405
-
18", WNRF FLANGE, ANSI - 600# (B 16.5)
1
42028
-
16", WNRF FLANGE, ANSI - 600# (B 16.5)
1
35585
-
4", WNRF FLANGE, ANSI - 600# (B 16.5)
5
28180
-
3", WNRF FLANGE, ANSI - 600# (B 16.5)
10
28172
-
2", WNRF FLANGE, ANSI - 600# (B 16.5)
45
61385
-
1", WNRF FLANGE, ANSI - 600# (B 16.5)
25
21989
-
4", BLRF FLANGE, ANSI - 150# (B 16.5)
2
2620
-
3", BLRF FLANGE, ANSI - 150# (B 16.5)
5
3915
-
2", BLRF FLANGE, ANSI - 150# (B 16.5)
5
1993
-
1", BLRF FLANGE, ANSI - 150# (B 16.5)
5
1287
-
24", BLRF FLANGE, ANSI - 600# (B 16.5)
1
73425
-
3", BLRF FLANGE, ANSI - 600# (B 16.5)
5
12728
-
2", BLRF FLANGE, ANSI - 600# (B 16.5)
5
5978
-
1", BLRF FLANGE, ANSI - 600# (B 16.5)
5
3292
-
Supply and delivery of pipe fittings as per technical specifications from approved vendors specified in tender document:
-
-
-
4"x3" 600# UnEqual Tee
5
9647
-
4"x2" 600# Unequal Tee
25
47922
-
4"x1" 600# Unequal Tee
25
53646
-
3"x2" 600# Unequal Tee
5
7705
-
3"x1" 600# Unequal Tee
5
7539
-
2"x1" 600# Un Equal Tee
10
7459
-
4" 150# Equal Tee
10
16307
-
3" 600# Equal Tee
5
4939
-
2" 600# Equal Tee
10
6027
-
1" 600# Equal Tee
10
5603
-
24" 150# 90 deg LR Bend
2
78276
-
18" 150# 90 deg LR Bend
2
48376
-
14" ANSI 150# 90 deg LR Bends
2
22082
-
12" ANSI 150# 90 deg LR Bends
2
20715
-
4" ANSI 150# 90 deg LR Bends
50
56283
-
24" 600# 90 deg LR Bend
1
26178
-
18" 600# 90 deg LR Bend
1
19634
-
4" ANSI 600# 90 deg LR Bends
5
11791
-
3" ANSI 600# 90 deg LR Bends
10
17975
-
2" ANSI 600# 90 deg LR Bends
40
26894
-
1" ANSI 600# 90 deg LR Bends
40
16004
-
10" ANSI 150# 45 deg LR Bends
2
12603
-
8" ANSI 150# 45 deg LR Bends
2
4731
-
6" ANSI 150# 45 deg LR Bends
2
3653
-
4" ANSI 150# 45 deg LR Bends
2
1300
-
3" ANSI 600# 45 deg LR Bends
5
2455
-
2" ANSI 600# 45 deg LR Bends
5
1636
-
1" ANSI 600# 45 deg LR Bends
5
818
-
4"x3" x Concentric Reducer X 600#
2
1063
-
4"x2" x Concentric Reducer X 600#
2
981
-
3"x2" x Concentric Reducer x 600#
2
2535
-
3"x1" x Concentric Reducer x 600#
2
2554
-
2"x1" x Concentric Reducer x 600#
10
9691
-
2" 3000 Class St. NIPPLE
40
19626
-
1" 3000 Class St. NIPPLE
50
12186
-
1" 3000 Class HALF COUPLING
25
6053
-
3" ON 36" WELD-O-LET, 3000 Class, ASME B16.11
2
6266
-
3" ON 24" WELD-O-LET, 3000 Class, ASME B16.11
2
6266
-
3" ON 18" WELD-O-LET, 3000 Class, ASME B16.11
1
3133
-
3" ON 12" WELD-O-LET, 3000 Class, ASME B16.11
2
6266
-
2" ON 36" WELD-O-LET, 3000 Class, ASME B16.11
2
4256
-
2" ON 24" WELD-O-LET, 3000 Class, ASME B16.11
40
85139
-
2" ON 14" WELD-O-LET, 3000 Class, ASME B16.11
2
4256
-
2" ON 12" WELD-O-LET, 3000 Class, ASME B16.11
2
4256
-
2" ON 18" WELD-O-LET, 3000 Class, ASME B16.11
2
4256
-
Supply of API 5L PSL2/ ASTM A106 Gr.B /A333 pipes as per technical specifications from approved vendors specified in tender document .
-
-
-
4.500" ODx 0.237" WT (Sch.STD) ASTM A 106 Gr B Bare Pipe
320
578656
-
3.500" ODx 0.216" WT (Sch.STD) ASTM A 106 Gr B Bare Pipe
100
124815
-
2.375" ODx 0.218" WT (Sch.XS) ASTM A 106 Gr B Bare pipe
200
174937
-
1.315" ODx 0.179"WT (Sch.XS) ASTM A 106 Gr B Bare pipe
250
94883
-
Supply of IS: 3589, Gr. Fe 410 pipes with factory/ site coated internal coating as per technical specifications from approved vendors specified in tender document.
-
-
-
12.75" OD x 0.25" WT IS 3589 FE410 Internally coated Pipe
50
283850
-
Supply and delivery of following Flame Arrestors as per technical specifications indicated in tender documents:
-
-
-
Supply of Valves at respective stations as per technical specifications from approved vendors in the tender document:
-
-
-
2" x ANSI 150# HOV F/F API 6D Ball Valve
5
202183
-
1" x 800# W/W, A/G, HOV, API 602 GATE VALVE
20
747461
-
2"x ANSI 600# F/F BS-1873 GLOBE Valve
1
31834
-
2"x ANSI 150# F/F BS-1873 GLOBE Valve
1
10633
-
1" x 1" 600# x150# F/F TRV
15
336378
-
FIRE FIGHTING EQUIPMENT: Supply and delivery of Fire Fighting Equipment as per technical specifications from approved vendors specif ied in tender document.
-
-
-
Supply of High Volume Long Range HVLR Foam Monitor 750 GPM capacity stand post type with inlet flange of 4" X 150#
2
847673
-
Supply of Stand Post Type double way fire hydrant fitted with 2 Nos of single landing valve complete as per IS: 5290 alongwith 4" x 150# WNRF Flange
20
377086
-
9 kg DCP Extinguisher
12
66577
-
6.8 kg CO2 Extinguisher
10
112502
-
4.5 kg CO2 Extinguisher
2
17871
-
Fire Hose Box for keeping 2 Nos. of 15 M Type B delivery hose and one no. jet nozzle
20
110062
-
Type B Delivery Hoses of 15 M length bearing IS-636 mark
60
584636
-
Jet Nozzles
30
169452
-
Universal Nozzle
5
35092
-
Water curtain nozzle
2
5960
-
Fog Nozzle
5
41466
-
Foam Branch pipe
5
44046
-
Pair of Rubber hand gloves for Electrical work bearing IS mark
5
7653
-
First Aid Box with Snake serum
2
4613
-
Fire Bucket
5
2466
-
Safety Helmet
20
8917
-
Explosimeter
1
46636
-
Safety Torch
5
26992
-
Wind socks
5
20786
-
Extinguisher box for 9 kg DCP Extinguishers
15
89715
-
Dry Chemical Powder silliconised potassiun bicarbonate type IS marked, pack in 10Kg
10
4077
-
CO2 cartridge - 200 gm capacity for 9 kg DCP extinguisher
12
9336
-
CO2 cartridge - 3.2 kg capacity for 75 kg DCP extinguisher
2
10011
-
2.5 kg clean agent extinguishers IS 15683 Marked
15
249324
-
Supply and delivery of End Funnels as per technical specifications from approved vendors specified in tender document
-
-
-
6" x 2" ANSI 150# END FUNNEL
5
247438
-
Supply and delivery of 20 KL FRP Sump tank including all accessories, gaskets, etc as per technical specifications.
1
1111891
-
TOR fitting complete with Caps, Plugs, O-Rings, Nipple & 2" 600# full bore threaded ball valve.
2
59547
-
RETRACTABLE CORROSION COUPON HOLDER and coupons as per specification
2
7400
-
MECH-SERVICES-GR4
-
-
-
"Above Ground Equipments Installation: Taking delivery of equipments, shifting/transporting within station premises, placing on pre-constructed foundations, assembling tog ether all sub-assemblies, levelling, alignment, grouting, cleaning and flushing by water, draining, checking, testing, dressing and making good of the foundation and completing the work in all respects in accordance with the relevant drawings, manufacturer's inst allation instruction, specifications and instructions of Site Engineer / EIC., Note: Weight of equipment is indicative only, Payment shall be done based on actual weight of equipment "
-
-
-
Scrapper Launching/ Receiving Barrel along with all accessories, JIB Crane, PIG handling tray, etc as applicable.
10
341443
-
Single Basket Type Strainers/ Y-type strainers.
50
1985449
-
24" x 600#/ 24" x 150# Insulating Coupling
2
66481
-
"Sump Tank Installation: Taking delivery of Sump tank from designated godown / stockpile, shifting/transporting within station premises, placing on pre-const ructed foundation, installation of auxiliary mountings and fittings, dressing and making good of the foundation, grouting, cleaning and flushing with water, draining, testing, completing the work in all respects in accordance with the relevant drawings, manufact urer's installation instruction, specifications and instructions of Site Engineer / EIC (Foundation work shall be paid separately un der relevant items of Civil works)."
-
-
-
FRP Sump Tank 20Kl capacity
1
35706
-
"Above ground process piping: Taking delivery & transporting of pipes from designated stock pile location /Designated godown both from outside & inside station pr emises. Taking delivery of pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within s tation premises, transporting the same to site, fabrication and erection of above ground piping including cutting, edge preparation, bending, threading, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees,conc entric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equipment nozzles, valves, vessels, in li ne instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compress ed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the wo rk (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordance w ith the drawings, specifications and instructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for referenc e only and may vary. Payment shall be based on OD."
-
-
-
24" OD x 0.375"/0.438"WT APL 5L
560
6258747
-
18" OD x 0.375"/0.438"WT APL 5L
40
335290
-
16" OD x 0.375"/0.438"WT APL 5L
330
2458796
-
4.5" OD x 0.237"WT ASTM A 106 Gr B/A333
70
209913
-
3.5" OD x 0.216"WT ASTM A 106 Gr B /A333
50
100879
-
2.375" OD x 0.218"WT ASTM A 106 Gr B /A333
100
133691
-
1.315" OD x 0.179"WT ASTM A 106 Gr B /A333
150
138194
-
"Under ground piping for Process piping (with PU/3LPE Coating):Taking delivery of bare Pipes, pipe fittings, steel flanges, spiral w ound metallic gaskets & fasteners from designated location within station premises transporting the same to site, fabrication and er ection of underground piping including cutting, edge preparation, bending, threading, lining up and welding, excavating, trenching i n all kind of soil to specific depths as indicated in drawings and installing pipes and all types of pipe fittings like flanges, elb ows, equal and reducing outlet tees, concentric/eccentric reducers, drain funnels, vent pipe and tapping for instrument such as pess ure gauges, thermal relief valves, thermowells etc., underground at elevations indicated in the drawing connecting with equipment no zzles, valves, vessels, in-line instruments etc.,Cleaning exposed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equip ment and valves etc. by sand blasting or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc. and applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials,Equipment etc, holiday detection of the coating, cleaning of coated pipes by water flushing after cleaning b y compresed air,hydrostatic testing of each section to the specified pressure, draining the water, tie-in, back filling, restoration of site final cleaning up and disposal of water and surpluses, providing all inputs such as labour, materials equipment and consuma ble necessary to perform the work (other than those specifically undertaken to be supplied by the owner under the contract) and com pleting the work in all respects in accordance with the drawings, specifications and instructions of the Site Engineer / EIC. In cas e of 3LPE coated pipes, weld joints shall be PU coated. Note: 1. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD. 2. Payment for external PU/ epoxy coating shall be done separately as per relevant SOR item."
-
-
-
24" OD x 0.375"/0.438"WT APL 5L
250
3250460
-
18" OD x 0.375"/0.438"WT APL 5L
40
390055
-
16" OD x 0.375"/0.438"WT APL 5L
50
433394
-
4.5" OD x 0.237"WT ASTM A 106 Gr B/A333
250
663891
-
3.5" OD x 0.216"WT ASTM A 106 Gr B /A333
50
113379
-
2.375" OD x 0.218"WT ASTM A 106 Gr B /A333
100
162958
-
1.315" OD x 0.179"WT ASTM A 106 Gr B /A333
100
146314
-
Above ground internal epoxy coated pipe for Fire Water Services: (with internal epoxy coating at welding joints, fittings and flange s), Taking delivery of internal epoxy coated pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from d esignated location within station premises, transporting the same to site, fabrication and erection of above ground piping including cutting, edge preparation, bending, threading, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments suc h as pressure gauges, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equ ipment nozzles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pip es by water after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie -in, final cleaning-up and disposal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically under taken by the owner in this contract).The scope shall also include cleaning of internal surface of pipes conforming to SSPC SP-10 at all location where coating has been distroyed due to welding and repairing the internal surface by application of 2-pack cold cured Isophthalic polyster acrylic co-polymer glass flake f illed /Liquid epoxy / Equivalent with coating of thickness 700-1000 Microns. Internal coating shall be done at the inner surface of pipe ends, Flanges, pipe fittings, valves, etc so that the internal surface of piping is not directly exposed to water, and completi ng the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC.
-
-
-
12.75" ODx 0.250" WT IS3589 FE410 Pipe
800
3823190
-
4.5" ODx 0.237" WT ASTM A 106 Gr B Pipe FW
80
148140
-
3.5" OD x 0.216"WT ASTM A 106 Gr B FW
30
51507
-
2.375" OD x 0.218"WT ASTM A 106 Gr B-FW
10
12694
-
"Under ground piping for Fire Water Piping (with external PU/3LPE Coating and internal epoxy coating at welding joints, fittings and flanges): Taking delivery of internal coated Pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from de signated location within station premises, transporting the same to site, fabrication and erection of underground piping including c utting, edge preparation, bending, threading, lining up and welding, excavating, trenching in all kind of soil to specific depths as indicated in drawings and installing pipes and all types of pipe fittings like flanges, elbows, equal and reducing outlet tees, con centric/ eccentric reducers, drain funnels, vent pipe and tapping for instrument such as pessure gauges, thermal relief valves, ther mowells etc., underground at elevations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-line instrum ents etc.,Cleaning exposed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc. by sand blasting o r with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc. and applying 100% solv ent free elastomeric plyurethane (PU)/ liquid epoxy on external surface, with approved materials, Equipment etc, holiday detection o f the coating, cleaning of internal surface of pipes conforming to SSPC SP-10 at all location where internal coating has been distro yed due to welding and repairing the internal surface by application of 2-pack cold cured Isophthalic polyster acrylic co-polymer gl ass flake filled /Liquid epoxy / Equivalent with coating of thickness 700-1000 Microns. Internal coating shall also be done at the i nner surface of pipe ends, Flanges, pipe fittings, valves, etc so that the internal surface of piping is not directly exposed to wat er; cleaning of coated pipes by water flushing after cleaning by compresed air,hydrostatic testing of each section to the specified pressure, draining the water, tie-in, back filling, restoration of site final cleaning up and disposal of water and surpluses, provi ding all inputs such as labour, materials equipment and consumable necessary to perform the work (other than those specifically unde rtaken to be supplied by the owner under the contract) and completing the work in all respects in accordance with the drawings, spe cifications and instructions of the Site Engineer / EIC. Note: 1. In case of 3LPE coated pipes, weld joints shall be PU coated.Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD. 2. Payment for external PU/ epoxy coating shall be done separately as per relevant SOR item."
-
-
-
12.75" ODx 0.250" WT IS3589 FE410 Pipe
800
6346615
-
4.5" ODx 0.237" WT ASTM A 106 Gr B Pipe
80
230624
-
3.5" ODx 0.216" WT ASTM A 106 Gr B Pipe
30
78131
-
2.375" OD x 0.218"WT ASTM A 106 Gr B Pipe
10
19506
-
"Installation of Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporting the sa me to site, erecting above ground on pre-constructed foundations or underground including earth work in excavation and filling for u nder ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Painting of under ground portions (if applicable) including all inputs, labour, material and consumable (other than those specifically undertaken to be supp lied by the owner) and completing the work in all respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC. Note: Payment for conctruction of foundations shall be done seprately as per relevant SOR item."
-
-
-
Process:
-
-
-
36"x 600#, MOV, F/F API 6D Ball Valve
1
64284
-
24"x 600#, MOV, F/F API 6D Ball Valve
8
342849
-
18"x 600#, MOV, F/F API 6D Ball Valve
1
32142
-
3" ANSI 600# HOV F/F API 6D Ball Valve
2
8997
-
2" x ANSI 600# HOV F/F API 6D Ball Valve
20
59985
-
2" x ANSI 600# HOV W/W API 6D Ball / Ball Valve
6
14020
-
2" ANSI 150# HOV F/F API 6D/ API 600 Ball Valve
10
28349
-
24" x 600# CONTROL VALVE, FF, A/G
2
162145
-
24" x 600# GLOBE VALVE, FF, A/G
2
92132
-
2" x 600/ 150# GLOBE VALVE, FF, A/G, BS1873
2
6357
-
1" x 1" Thermal Relief Valve (TRV) F/F ANSI 600# x 150#
15
39642
-
Fire water service
-
-
-
12"x ANSI 150 # HOV F/F API 600 Gate Valve
10
141555
-
4"x ANSI 150 # HOV F/F API 600 Gate Valve
18
110409
-
2"x ANSI 150 # HOV F/F API 600 Gate Valve
2
5521
-
Installation of Nitrogen based Surge relief system.
15
595634
-
"Radiographic Inspection: Inspection of welding by Digital Radiography (CR) or by conventional film radiographic method on all types of piping including processing of images/ films and interpreting the results of weld quality and reporting the same to the Site Eng ineer together with recommendations as to the acceptability or otherwise of the welds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge inclusive of supply of all pesonnel, labour, materials, equipment, consumable, in puts, etc. and providing all services complete in all respects as envisaged in the contract documents. Note: i) Payment will be on the basis of number of welds of the respective size radiographed and shall be all inclusive for the complete job of radiographic inspection as envisaged in the contract document. ii) Radiography not involving full girth weld will be paid at 50% of the rate for full girth weld for the respective size. iii) For set-on type branch welding, the rate for radiography will be as applicable to the branch pipe size. iv) Repeat radiography of individual welds due to defective films or repair of welds shall be done at contractor's cost. v) In case where radiography is not possible, verification by utrasonic testing shall be done at contractors cost., vi) Magenetic particle inspection as and where required shall be done at Contractors cost. vii) In case of conventional film radiography, all films shall be digitised and submitted to EIC/ Site Engineer in USB drives. viii) In case of Digital/ Computed Radiography, native files along with image/ pdf files shall be submitted to EIC/ Site Engineer in USB drives."
-
-
-
36" NB Pipe Joints RT
5
54703
-
24" NB Pipe Joints RT
170
1066774
-
18" NB Pipe Joints RT
20
86752
-
16" NB Pipe Joints RT
70
269897
-
12" NB Pipe Joints RT
30
101186
-
4" NB Pipe Joints RT
110
158899
-
3" NB Pipe Joints RT
30
28740
-
2" NB Pipe Joints RT
100
81571
-
1" NB Pipe Joints RT
100
59968
-
Dismantling of Structures: Dismantling by opening joints or by gas cutting/ cold cutting (wherever required as per site condition) o f existing steel structural such as support for pipes, pipe fittings, valves, plate forms, walkways, stairways etc. including excava tion work wherever required handling, loading into truck for purpose of weighing, shifting to the designated location within the pum p station premises and handing over, completing the work in all respect as per drawings, instruction of the Site Engineer / EIC.
5
89915
-
"Dismantling of Piping (Aboveground): Dismantling of existing over ground piping works of all types and sizes by opening flange join ts or by gas cutting/ cold cutting or any other approved suitable means without damaging other portions of work. The job includes ev acuation of the contents of the piping, cutting the pipes to required sizes as directed, taking out valves, flanges, tees, bends, ga skets nuts, bolts etc. attached supports alongwith any instruments such as pressure gauge, temperature gauge etc. handling, transpor ting and storing at owner's designated store in safe manner to avoid damage including supply of all labour, materials, equipments, c onsumables etc. necessary to perform and complete the work in all respects as per drawings, instructions of the Site Engineer / EIC (payment shall be made on linear measurement of dismantled piping including bends tees etc.). Note : The contractor shall indicate the piping system to be dismantled and shall take specific approval from the Site engineer befo re dismantling of pipe. Certain redundant pipes which in the opinion of the Owner need not be retrieived, those items shall not be d ismantelled."
5
119626
-
"Dismantling of Piping (Underground): Dismantling the existing under ground piping, locating, retrieving including excavating the pr oper trenches by cutting the pipes without damaging other portions of work. The job includes evacuation of the contents of the pipi ng, cutting the pipes to required sizes as directed, taking out valves, flanges, tees, bends, gaskets, nuts, bolts etc., handling, t ransporting and storing at owner's designated store in safe manner to avoid damage including supply of all labour, materials, equipm ent consumables etc. necessary to perform and complete the work in all respects as per drawing, instructions of the Site Engineer / EIC. (Payment shall be made on the linear measurement of dismantled piping including bend, tees, reducers etc.). Note : The contractor shall indicate the piping system to be dismantled and shall take specific approval from the Site engineer befo re dismantling of pipe.Certain redundant pipes which in the opinion of the Owner need not be retrieived, those items shall not be di smantled."
5
167244
-
"Single Cut Joint Hook-up: Cutting (Hot/ Cold cutting) of portion of existing piping, trimming, grinding, bevelling the edges, align ing with/ without addition of spool piece, welding the joint including supply of all inputs such as labour, materials, equipment, co nsumables etc. necessary to perform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include evacuation of product from the piping section after isolating the section and flushing with water and its disposal."
-
-
-
24" OD - Single Cut
1
25916
-
16" OD - Single Cut
1
17277
-
14" OD - Single Cut
1
15117
-
12" OD - Single Cut
1
12567
-
4.5" OD - Single Cut
1
4696
-
3.50" OD - Single Cut
1
4023
-
"Double Cut Joint Hook-up: Cutting (Hot/ Cold cutting) of portion of existing piping upto and including a length of 500 mm, trimming , grinding, bevelling the edges, adding spool piece of required length / tee and the corresponding pipe size, thickness, adjoining a nd welding both the ends including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include evacuation of product from the piping section after isolating the section and flushing with water and its disposal."
-
-
-
24" OD - Double Cut
1
32434
-
16" OD - Double Cut
1
21622
-
14" OD - Double Cut
1
21642
-
12" OD - Double Cut
1
19710
-
4.5" OD - Double Cut
1
5744
-
3.50" OD - Double Cut
1
4781
-
"Hook-up of New Piping with existing process Piping : Isolating the section by closing the valve and providing positive isolation with the help of suitable plates / spectacle blind, Drai ng of the section, water flushing,Cutting of portion of existing piping of required length by Cold cutting machine (to be arraged by contractor)/ Opening of WNRF/SORF/Blind Flange trimming, grinding, beveling the edges, adding spool piece of required length/ Tee of the corresponding pipe size, thickness, adjoining and welding both the pipe ends ,or welding WNRF to pipe and bolting it with sp ool pipe mating flange including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform an d complete the work in all respect as per specification and instruction of the Site Engineer / EIC. NOTE: i) This is a high precision work which is to be executing in minimum time so reduce operation downtime period taking all safety prec autions. Before start of work firm planning to be done in consultaion with EIC/ Site Engineer and contractor should mobile all requi red resources before start of work. ii) The job also include evacuation of product from the piping section after isolating the section and flushing with water and its d isposal. iii) Prior to start of work Party to prepare the complete scheme of hook up job and submit it to EIC/Site Engineer for approval and should carry out the job as per approved procedure."
-
-
-
24" OD x 0.438/0.500"/0.562"/0.625" WT piping
2
60194
-
16" OD x 0.438/0.500"/0.562"/0.625" WT piping
2
40129
-
4.5" OD x 0.237" WT piping
5
26600
-
3.5" OD x 0.216" WT piping
2
8275
-
Installation of High Volume Long Range Foam Monitor 750 GPM capacity stand post type with inlet flange of 4" X 150#
10
54757
-
Installation of Stand Post Type double way fire hydrent fitted with 2 Nos of single landing valve complete as per IS: 5290 alongwith 4" x150# WNRF Flange
20
124266
-
"Piping Modification: Carrying out modification in already fabricated and/ or erected pipe due to change in drawing or as required by site condition, tak ing delivery of pipe, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within statio n premises, transporting the same to site, cutting of pipe and / or weld joint , edge preparation, bending, lining up, welding and i nstalling pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc., welded and threaded pip e line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically under take n by the owner in this contract) and completing the work in all respects in accordance with the drawings, specifications and instruc tions of Site Engineer / EIC. (Item is to be operated upon approval of SIte Enginner, Item covers only modification / rework jobs.) Payment as per actual inch-dia. (ID) welding."
200
127694
-
Flexibility and piping stress analysis of station piping as per specification (Tank farm piping, Firewater header, All Station pipin g not covered under Tank farm piping). The scope of analysis shall include all existing station/ tank farm/ firewater piping and pro posed piping under this project.
1
159926
-
Network Analysis: Model Building and Flow Analysis by using Pipenet/Sprink/Flowmaster Software, suggesting the requirement of orific e plate for flow and pressure control, preparation of reports, schematic drawings, recommendations and suggesting the pipe sizes in the fire water netwrok so that the fire fighting system meets the requirement of OISD 117, latest Edition. Completing the work in al l respect as per the defined scope of work and instructions of Site Engineer/EIC.
1
311838
-
Development of As Built Drawings, Data Sheets etc.: Development of as built drawings, data sheets, system details covering all addit ional facilities incorporated under this project in the station and furnishing them as reference document. Additionally, electronic copy of the documents shall also be furnished in USB drives to EIC/ Site Engineer
1
320750
-
MECH-COMPOSITE-GR4
-
-
-
Supply and Erection of Structural Steel: Supplying at site, steel structural items such as steel plates, bars, MS gratings, chequere d plates, angles, beams channels, commercial quality heavy pipes, C.I. Rollers, bolts & nuts, washers, grouting bolts, padding plate s etc., fabrication and erection of saddle supports and other type of supports for pipes manifolds and valves, fabrication and erect ion of platforms walkways, stairways etc., sand blast/ power brush cleaning, priming and painting the finished structures including supply of all other inputs such as labour, materials, consumable etc. necessary to perform and complete the work in all respect, in accordance with drawings, specifications and instructions of the Site Engineer / EIC.
20
2832142
-
"Supply and Erection of Electroforged Grating Supplying at site, steel structural items such as steel plates, bars, fabrication of gratings by electroforged method, after comple te fabrication entire gratings shall be Hot Dip galvanized, gratings shall be normany of size 810mm X 250mm for steps and 1200mm X 1 000 mm or 810mm X 1000 mm for platforms / walkways, or any size as advised by EIC. Placing gratings in a replaceable mannerbolting w ith base frame of ISA by suitable GI clamps and GI fasteners, including supply of all other inputs such as labour, materials, consum able etc. necessary to perform and complete the work in all respect, in accordance with drawings, specifications and instructions of the Site Engineer / EIC."
5
1198685
-
"Supply and Erection of GI Structural Supplying at site, GI structural items such as flat, bars, chequered plates, angles, beams channels, commercial quality pipes,bolts & nuts, washers, grouting bolts, fabrication and erection of various structures items including supply of all other inputs such as l abour, materials, consumable etc. necessary to perform and complete the work in all respect, in accordance with drawings, specificat ions and instructions of the Site Engineer / EIC."
1000
232483
-
External Painting of Piping/ Equipment: Surface preparation of piping, equipment and valves etc. by abrasive blast cleaning or with power wire brush (wherever blast cleaning is not possible) confirming to SA 2.5, making the surface free of dust, grease, mill scale s etc., application of 1 coat x 50-75 microns DFT of Inorganic Zinc Ethyl Slicate Primer, followed by application of sealer coat of 30 micron DFT and intermediate coat of 150 micron DFT with surface tolerant epoxy mastic paint and 2 coats x 50 micron each DFT of Isocynate Aliphatic Poly Urethene (PU) by airless spray, with approved materials, paints, tools, tackles, consulambles, non-consumab les, labour, equipment etc. to complete the job in all respects as per specification and instructions of the Site Engineer / EIC. Th e total DFT shall be minimum 330 microns.
2500
4466860
-
High intensity Prismatic reflective radium stickers: Lettering of any Font size, type, language, etc. for Monograms/ Symbols/ Diagra ms/ References/ Instructions/ Messages, etc. by application of approved make High intensity Prismatic reflective radium stickers as per direction of EIC/ Site Engineer.
50
88252
-
"Internal Coating of pipes with solvent free epoxy (min. 600 microns) including surface preparation by abrasive blasting, supply of approved materials, tools, tackles, comsumables, labour, equipment etc. and completing the job in all respects as per specification and instructions of the Site Engineer / EIC. Note: This item will be used to coat Owner supplied bare pipes for making them suitable for firewater service."
50
140958
-
PU /liquid epoxy Coating of under ground piping: Cleaning exposed steel surfaces of piping, equipment and valves etc. by abrasive bl asting or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc. and applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials, labour , equipment etc. and completing the job in all respects as per specification and instructions of the Site Engineer / EIC.
950
2678214
-
HOT/ EOT CRANE: Design, manufacture, inspection & testing at manufacturer's works and supply of HOT/ EOT cranes (having main girder beam with box type construction) as per specifications, taking delivery, shifting / transporting within the pump station premises a nd erecting on the shed Girder, assemblies / sub-assemblies, auxiliaries, girders etc, aligning checking for free movement of the cr ane from one end to other and cross movement, cleaning by sand blasting, priming, painting as per painting schedule testing of the c rane with specified load in presence of the manufacturer's representative including providing all labours, materials, equipments and consumables necessary to perform and complete the works in all respects as per specifications, drawings and instructions of Site En gineer / EIC. The scope of supply shall also include supply of Long Travel Girder Beam suitable for the shed/ buidling.
-
-
-
Supply Fabrication and Installation of temporary conical pump strainer as per specifications:
-
-
-
Supply and installation of Safety Shower & Eye-Wash as per drawing/ instruction of EIC
1
17733
-
Copper Strips/ Flats for Jumpers for Flanged Joints of the Product Process Piping: Supply and Installation of one copper jumper per flanged joint across the flanged joints for valves, spool piece, branch offs etc., of product process piping, The job includes cut ting drilling of holes of required size in the copper strips/ flats for bolting purpose and complete the works in all respects as pe r specifications & drawings and instructions of Site Engineer/ EIC. Note:- Copper jumpers shall be installed in all the flanged joi nts of Product Process piping only and not in fire water lines.
-
-
-
30 - 50 mm wide x 1 mm thick Copper strip
100
46299
-
Supply and installation of SS sampling point as per drawing/ instruction of EIC
2
29500
-
ELE-GR4-SUPPLY
-
-
-
SAFETY EQUIPMENT Supplying the following Safety Equipment as per directions of Site Engineer / Engineer-in-Charge complete in all re spects including transportation charges:
-
-
-
RUBBER HAND GLOVES: Rubber hand gloves suitable for 11/6.6 KV operation with ISI mark.
10
36213
-
Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2.5 mm (Class B)
89
282540
-
Supply of fully charged CO2 fire extinguishers as per specifications (4.5 kg capacity as per IS: 2878 latest)
19
139852
-
Supply of fire buckets mounted on stand
8
30240
-
ACDB Panel: Supply of ACDB Panel (IP-4X Degree of Protection) with base frame, 200 A Bus Bar having incomers and feeders, suitable f or 03 phase/ 01 phase DG supply, of approved make, as indicated in technical specifications and cable entries from Top, complete in all respects.
7
2615656
-
Flameproof DB: Supply of the flameproof (Ex'd) and weatherproof (Minimum IP-65) Distribution Boards (with Spares) made up of Cast Al luminium Alloy LM-6 with 125 A, TPN busbar, 01 no. 100 Ampere, 4 Pole MCCB suitable for termination of cable of size up to 3.5Cx50 sqmm, Aluminium Armoured cable. 01 additional spare entry suitable for 3.5CX50sqmm cable size shall be provided, which shall be plug ged with flameproof and weatherproof entry plug. 09 Nos. 32A, 3 Pole/TPN MCBs suitable for termination of 3C x 10 sq.mm., Armoured c able, 02 Nos. 32A, 4 Pole MCBs suitable for termination of 3.5C x 25 sq.mm. Armoured cable, Breaking capacity of MCB shall be 10 kA for 1 Sec and shall be C-curve application suitable for motor duty. It shall be certified for application in Zone-I, Gas Group IIA & IIB, Temp class T3 and shall be of approved make as mentioned in the technical specifications. The item includes supply of flame proof double compression cable glands of nickel plated brass material for each cable entry 01 no. for cable entry of size up to 3.5C x 50 sq.mm., 02 no for 3.5 C x 25 Sq mm cable, 09 no. for 3Cx10 sqmm, Aluminium armoured cable. Cable dimensions shall be provided at drawings approval stage. Supply shall be as per technical specifications of flameproof DB attached with supply specifications.
1
124619
-
VCB PANEL: 11 KV incoming cum outgoing single panel board having feeder of rating 11 KV, 630Amps, 25 kA for 1 sec with Marshalling b ox etc.
1
634009
-
TRANSFORMER:160 kVA, 11000/433 V, Vector Group DYn11, Outdoor ONAN Type, 3-Phase Transformer with all accessories as per specificati ons and with 20 % extra oil (As per IS-1180 latest amendment and efficiency level 3)
1
298187
-
ELE-GR4-SERVICE
-
-
-
CABLE TRENCH: Excavation in unpaved areas of earth in work sites for conventional cable trenches for a depth upto 1.5 metres inclu ding shoring, strutting etc. (if necessary), backfilling the trench, job complete in all respects, including all labour and ma terials complete as per drawings, specification and directions of Site Engineer / Engineer-in-Charge
3000
2234695
-
WBM ROAD / CONCRETE BREAKING: WBM Road/concrete breaking for cable trenches including required shoring strutting etc., and repairing of the road/dyke to original condition and disposing off excess materials (within the work site) job complete in all respec ts including the cost of labour, tools, materials, load, lift hire charges of equipments, if any, complete as per drawings, spe cification and directions of Site Engineer / Engineer-in-Charge.
119
580834
-
Cable Laying - Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cabl e racks, in trays, in protective pipes, poles, columns, in conduits, in panels and on structures etc.; including the supply and inst allation of all required materials such as fixing clamps, screws, cable straps, tags, etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all la bour, tools, consumable materials, etc. and cutting the cables in required lengths as per drawings, specification and directions o f Site Engineer / Engineer-in-Charge:
-
-
-
Power cables LT : OD upto 20 mm
12850
498104
-
Power cables LT : OD above 20 mm and upto 40 mm
3500
194770
-
Power cables LT : OD above 40 mm
100
8892
-
Power cables HT
400
53638
-
Control cables (T&I) : OD upto 20 mm
38350
3281747
-
Control cables (T&I) : OD above 20 mm and upto 30 mm
19000
1865344
-
Installation, laying of 2 Pair PVC insulated copper conductor un-armoured telephone cables in 16 mm/ 25 mm/ 32 mm PVC conduits from IDF through ceiling/ wall/trench and post-laying end to end testing of telephone cables. The job includes supply, installation, fix ing of wall mounted telephone socket outlet with 2 port telephone jack face plate (white/ cream colour) including RJ11 I/O with modu lar plate & switch box/ gang box for fixing the face plate & accessories, supply and installation of PVC Conduits, all required mate rials such as fixing clamps, screws, cable straps, tags etc. as required complete in all respects as per specifications & scope of work, drawings and directions of Site Engineer/ Engineer-in-charge including cost of all labour, tools & tackles, materials etc.
1200
215401
-
Installation, laying of Cat 6 LAN Cables in 16 mm/ 25 mm/ 32 mm PVC conduits from network switch through ceiling/wall/trench and pos t-laying end to end testing of cables. The job includes supply, installation & fixing of Duplex (2 port) Face plate (Network I/O poi nt) (white/ cream colour) for Local Area Network including RJ45 I/O, modular plate & switch box/ gang box for fixing the face plate & accessories, supply and installation of PVC Conduits, all required materials such as fixing clamps, screws, cable straps, tags etc . as required complete in all respects as per specifications & scope of work, drawings and directions of Site Engineer/ Engineer-in- charge including cost of all labour, tools & tackles, materials etc.
1000
130814
-
Laying of HDPE Pipe: Laying of HDPE Pipe in trenches/ walls/ concrete structure/ panels etc. as per specifications & drawings & blow ing/ laying of Owner supplied Optical Fibre Cable in HDPE pipe, carrying out end to end testing of laid Optical fibre cables by taki ng OTDR traces and submitting the OTDR trace printouts to Site Engineer/ Engineer-in-charge. The job includes the supply and install ation of required materials such as fixing clamps, screws, tags etc. as required to complete the job in all respects as per drawings and directions of Site Engineer/ Engineer-in-charge including cost of all labour, tools & tackles, test instruments, materials etc. The job includes handing over the tested cables to the Telecom / Control System Works Contractor in commissioning of Local Area Net work.
2000
438983
-
HT SWITCHBOARD (6.6/11 KV) - Erection, Installation including transportation from owner desginated location, testing and commissioni ng of HT Switch Board consisting of VCB's and other accessories including termination of all LT/control cables, installation on foun dation channels, drilling, cutting, welding, aligning, levelling, grouting, assembling and fitting all accessories / instruments / r elays, relay coordination, CT, PT, Numerical Relay with basic features like O/C, E/F and additional protections etc., connection of 230 V Supply / battery bank 110 V DC supply, earthing of HT Switchboard, making all the interconnections/ outgoing/incoming LT power & control cable connections including making holes for cable entries as required with materials i.e. WP Cable glands, end lugs, lab our, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge. (N ote: Commissioning assistance (Only Supervision) shall be provided by the supplier of the HT Switch Board.):
-
-
-
Single VCB panel
1
20123
-
"Silent LT DG set - Erection, Installation including transportation from owner desginated location, connecting, testing and commissi oning of owner/vendor supplied Emergency LT DG set including execution of terminal connection of power/control cable. The work shall include grounding of alternator neutral, earthing, providing water pipe connection for Radiator water make-up complete with valve, solenoid valve etc. piping for fuel line, fabrication, welding, erection and painting of owner supplied support structure (including supply of shortfall support structure, if any) for exhaust piping, mounting on channels/AVM pads, installation of PLC based AMF pan el, NIG panel, exhaust piping including insulation and cladding, fuel piping etc., materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge: LT DG set with PLC based AMF panel, fuel tank etc "
8
416423
-
415 V AC 3 phase / 230 V AC single phase motors - Connection and testing of 415 V AC 3 phase / 230 V AC single phase motors (includi ng space heaters/thermistors wherever provided) / AC/DC Actuators including execution of terminal connection of control and power ca bles, earthing of the motor/actuator/ connecting the thermistor, installing the controller in LT panel, earthing the motor frame, ar mour etc. as per the drawings, erection manuals, and as per directions of Site Engineer. Job complete in all respects including the cost of supplying and installation of all the required FLP/WP cable glands, reducers, adapeters, end lugs, GI earthing wire / strips , labour, tools, materials, etc., as required in all respects for all types of motors/heaters/thermistors/actuators etc.:
-
-
-
Capacity upto and including 1 KW
3
9617
-
Capacity above 1 KW and upto 2.5 KW
33
126132
-
Capacity above 2.5 KW but upto 7.5 KW
12
66516
-
Capacity above 7.5 KW but upto 50 KW
2
33112
-
LT Panel - Erection, installation including transportation from owner desginated location, testing and commissioning of 415 V, owne r supplied power-control- centres, motor control centres, soft starters, APFC panel etc. assembling as required, installation on the already made foundation channels, aligning, levelling, grouting, assembling, making all the inter connections /outgoing/incoming po wer & control cable/ bus duct connection including making holes for cable entries as required as per drawing, specifications and dir ections of the Site Engineer/Engineer-in-Charge including cost of all materials, tools labour etc. complete in all respect including termination of all power, control cables, installation of thermistor controller, internal wiring, earthing of LT panels, supply of cable glands etc.complete as per cable schedule, drawings etc.:
-
-
-
"Weight of unit above 500 kg but upto and including 1000 kg "
10000
828360
-
"Weight of unit above 1000 kg but upto and including 3000 kg "
7000
880929
-
TRANSFORMER: Installation, testing and commissioning of (outdoor type -ONAN cooled) transformer of (6.6 KV/11 KV)/0.433KV capacity, casting of foundation block, & erection of transformer over the rail and foundation channels, including transporting, unpacking, rig ging, aligning, levelling, grouting, assembling, fitting and fixing all accessories/instruments/ relays etc. supplied separately if any,etc., making all the interconnections & termination of all power (HT / LT) cables, control cables / busbar etc. as per drawings , including earthing/grounding of transformer neutral as per drawing, equipments needed to completely install and commission the tr ansformer Job complete in all respect including cost of all labour, tools and materials and all services rendered complete, as per t he drawings and directions of the Site Engineer / engineer-in-Charge.
1
96600
-
TRANSFORMER OIL: Centrifuging, filtering and dehydrating of the transformer oil of transformer to improve insulation level to the v alue recommended as per the relevant ISS and the manufacturer's recommendations and as per specifications and directions of the Site Engineer/Engineer-in-Charge including supply of labour, tools and materials and all services rendered complete.
1
30947
-
Corrosion monitoring probes: Installation of corrosion monitoring probes including 2" Flareweld on station piping at desired locatio n and 12 O'Clock position for mounting of ER Probe under the supervision of site engineer. Flareweld assembly shall be supplied by o wner. The job complete in all respect with material, tools & tackles, consumables etc.
3
53716
-
FLP & WP Distribution Board: Erection, installation including within site transportation, testing and commissioning of 415 V , Flam eproof distribution boards (FLP-DB) under scope of supply of bidder, assembling as required, installation on the already made founda tion channels, aligning, levelling, grouting, assembling, making all the inter connections /outgoing/incoming power & control cable/ bus duct connection including making holes for cable entries as required as per drawing, specifications and directions of the Site Engineer/Engineer-in-Charge including cost of all materials, tools labour etc. complete in all respect including termination of all power , control cables, installation of thermistor controller, internal wiring, earthing of FLP-DB panels, supply of cable glands et c. complete as per cable schedule, drawings etc.
400
35456
-
ELE-GR4-COMPOSITE
-
-
-
GI CABLE TRAY: Supply, installation & fixing of prefabricated perforated GI cable trays with tray cover of width 150 mm, 300 mm, 450 mm & 600 mm as per site requirement for laying of cables with standard rung spacings. Load for support span of 2.5 meter as 30, 60, 75 & 90 (in Kg/Mtr) respectively with concentric static load as 70 Kg at the centre, with materials, labour, tools and tackles, con sumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge.
22290
4876164
-
SAND FILLING: Supplying and spreading of approved quality fine dry river sand in cable trenches including the cost of all material, transport, load and lift charges, labour, tools and tackles, consumables etc , as per drawings, specification and directions of S ite Engineer / Engineer-in-Charge
670
644536
-
BRICK SOLING: Supply and laying of approved quality 75 mm thick second class brick flat soling with sand filling in the interstices, in cable trenches for protectionincluding the cost of all brick and sand, labour, load and lift charges , tools and tackles etc , a s per drawings, specification and directions of Site Engineer / Engineer-in-Charge.
2400
2379814
-
CABLE MARKER: Supply, erection & installation of MS cable markers, including excavation, installation of the markers, cement concret e grouting, backfilling, materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge.
165
456904
-
LT Cable joint (1.1 KV) - Making straight through joints on Al/Cu conductor XLPE/PVC insulated armoured cable including the supply o f required materials such as cable jointing kit (of heat shrinkable sleeve type of Raychem/Mseal/3M) , materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge:
-
-
-
Power cables LT : OD upto 20 mm
6
32614
-
Power cables LT : OD above 20 mm and upto 40 mm
6
39750
-
Power cables LT : OD above 40 mm and upto 60 mm
1
9364
-
HT Cable Termination (6.6/11 KV) - Supply, termination and connection of XLPE cable termination kit (indoor type), heat shrinkable s leeve type of Raychem/M-Seal/CCI make with all accessories, including cutting (tools and accessories for termination should meet the selected standards), stripping of cable insulation providing copper cable end lugs and cable glands as required, restoration of ins ulation, supplying and providing the cable supporting clamps, straps, cable tags connection to the terminals of HT panel, VFDs, Isol ators, transformer, DG,MLPU/Booster pump motors etc., earthing of armouring, materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge:
-
-
-
HT Cable of size upto 3Cx240 sq. mm
4
97300
-
EARTH ELECTRODES: Supplying, installation, testing of GI earthing electrode, including the supply and installation of the CI cover, charcoal /special backfill etc. and construction of chamber; complete as per drawings,specifications and directions of the Site En gineer, Including the cost of all labour, tools, materials etc. complete in all respects.
132
2412345
-
EARTHING SYSTEM SET (06 PITS):Supply, installation, testing of earthing system consisting of 6 earth pits of perforated GI pipes ear thing electrodes and copper plate terminal block including construction of chamber using cement concrete with earthing pit cover and frame, supply of charcoal, salt etc including supply of interconnecting cables / strips including necessary welding etc complete as per drawings, specifications and directions of the site engineer, including cost of tools, materials etc complete in all respects a s per drawing The job shall also include testing of each earth pit and the entire earthing system on whole. (Note: Earthing for fiel d instruments shall be provided from Station earth grid covered in Electrical SOR.)
4
427352
-
EARTHING SYSTEM SET (03 PITS): Supply, installation, testing of earthing system consisting of 3 earth pits of perforated GI pipes ea rthing electrodes and copper plate terminal block including construction of chamber using cement concrete with earthing pit cover an d frame, supply of charcoal, salt etc including supply of interconnecting cables / strips including necessary welding etc complete a s per drawings, specifications and directions of the site engineer, including cost of tools, materials etc complete in all respects as per drawing The job shall also include testing of each earth pit and the entire earthing system on whole. (Note: Earthing for fie ld instruments shall be provided from Station earth grid covered in Electrical SOR.)
10
742681
-
EARTHING PLATE: Supply & Installation of G.I. earthing plate as per standard drawing outside the buildings. The item also includes g routing of the plate as shown in the drawing. The item should be complete in all respect including all materials, tools, tackels etc . and as per direction of EIC / Site engineer.
16
28841
-
EARTH STRIP / WIRE / ROPE / CABLE - Supply, installing and testing of earthing strip/wire/rope/cable for completely making the eart hing grid system by supplying, laying the GI / Cu strip and making all the necessary welding joints, connecting to the earthing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the Site engineer/Engineer -in-charge, including the cost of all labour, tools, materials, etc. complete in all respect:
-
-
-
50 mm X 6 mm G.I. earthing strip
4000
1319853
-
40 mm X 5 mm G.I. earthing strip
300
69263
-
GI wire / rope (8 SWG)
10380
768097
-
GI wire / rope 10 mm diameter
320
62152
-
Copper cable as per specifications - 100 Sq.mm
1640
3882030
-
Copper cable as per specifications - 10 Sq.mm
180
39810
-
Supply, erection & installation of cable conduits made up of GI pipes of medium class 'B' subject to owner's approval in trenches (a lready made), on walls, concrete structure etc., including supply and installation of all the necessary pipe fittings such as bends, sockets, elbows, tees etc., bending, threading, binding, clamping, providings, spacers, plugs, packings, bushings etc., as required Job complete in all respects including the cost of all labour, tools, material etc. and as per specifications and directions of s ite engineer / Engineer-in-Charge:
-
-
-
25 mm
100
52989
-
37 mm
180
124122
-
50 mm
900
997228
-
100 mm
900
1846913
-
STEEL STRUCTURAL WORKS: Supply, fabrication, erection, installation of steel structural works of any type and shape such as cable ra ks, cable trays, push button control posts etc., as required job complete in all respects including the cost of all labour, tools, material etc., complete.and as per specifications and directions of site engineer/ Engineer-in-Charge.
3140
502388
-
FLAME PROOF FITTINGS - All equipment under this category shall be suitable (minimum requirments) for location in zone-I gas group II A & IIB (Temp. class T3) area with a separate terminal box for incoming cable and a separate terminal box for out going cable (where applicable), apart from separate enclosure for each equipment including control gear etc. in IP 65 cast aluminium LM-6 certified en closure:
-
-
-
FLAMEPROOF TUBELIGHT, 2x22Watt, LED, SUITABLE FOR Exd Gas Group II C, as per IS/IEC 60079-2007
22
258720
-
FLAMEPROOF LED FLOOD LIGHT FITTING 90 W, Supply, installation, testing & commissioning of Ex'd' (Flameproof) Flood Light Fixture wit h provision of Cable Entries: 2 Nos. x 3/4" ET, Cable Glands: 2 Nos. x 3/4" ET (Max. OD 20mm) - Ex'd'(IIA/IIB), Double Compression type, Brass Nickel Plated with PVC Hood. Blanking Plug: 1 No. x 3/4" ET - Ex'd', Brass Nickel Plated. Gasket: Neoprene, Hardware: SS 304, Earthing: External 2 Nos. (M6), Internal 1 No. (M5), and as per attached detailed technical specification.
22
404025
-
FLP/WP PUSH BUTTON STATION - Supply ,erection,testing and commissioning of FLP/WP push button(ON/OFF) control station of approved m ake with /without ammeter for the motor off control at field including connection and termination of copper control cable, fabricati ng, earthing the supporting structure, painting the same, including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries including the cost of all labour,tools, materials etc. complete in every respect as per t he specification and directions of the Site Engineer/Engineer-in-charge including the cost of all labour,tools, materials etc. compl ete in every respect as per the specification and directions of the Site Engineer/Engineer-in-charge:
-
-
-
With Ammeter
3
32457
-
Without Ammeter
2
16968
-
FLP & WP JUNCTION BOX - Supply, erection, installation, testing and commissioning of flameproof & weather proof junction box for pr oviding cable termination of motor, including connection and termination of earthing wire and conduits etc., including supply & inst allation of double compression cable glands & flame proof plugs for sealing all spare entries complete as per drawings, specificatio ns and direction of the Site Engineer, including the cost of all labour, tools, consumable materials etc., complete in all respect:
-
-
-
4 way junction box with 4 cable entries (4 x 3/4") at bottom & 20 nos. terminals.
1
9297
-
FLP/WP EXHAUST FANS: Flame proof, weather proof, single phase, 12" exhaust fan, SUITABLE FOR Exd Gas Group II C, as per IS/IEC 60079 -2007, IP65, LM6 type EF1001 of FCG or equivalent alongwith supporting frame, bolts, louvers, flame proof motor, including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries, complete in all respects
10
116557
-
FLP/WP ROTARY SWITCH: Supply, installation, testing & commissioning of Flame proof weather proof ON/OFF Rotary Switch , IP65, LM6, i ncluding including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries etc., complete in all respects.
10
68456
-
FLP/WP DISTRIBUTION BOARDS - Supply, erection, installation, testing and commissioning of flameproof /weather proof (IP-65) distrib ution board as per technical specification of types mentioned for lighting purpose in MLPU / booster shed etc., including connection and termination of power cables, earthing wire and conduits etc. including including supply & installation of double compression ca ble glands & flame proof plugs for sealing all spare entriescomplete as per drawings, specifications and direction of the Site Engin eer, including the cost of all labour, tools, consumable materials etc. complete in all respect:
-
-
-
Outdoor Type, floor mounted, flameproof, weatherproof (IP 65) Lighting Distribution board Type-II DB having Bus bar - 100 A TPN, Inc omer - 1 no. 32 A TPN MCB & Outgoing - 3 no. 6 A SPN MCB
1
50302
-
FLP/WP SWITCH CUM SOCKET - Supply, erection, installation, testing and commissioning of flameproof /weatherproof switch cum socket /welding receptacle of approved makes to be installed on walls, coloumns, structures, including supply & installation of double comp ression cable glands & flame proof plugs for sealing all spare entries etc., including connection and termination of earthing wire a nd conduits., etc. complete as per drawings, specifications and direction of the Site Engineer, including the cost of all labour, to ols, consumable materials etc. complete in all respect:
-
-
-
250V, 63 A Plug & welding receptacle
1
25195
-
415V, 63A, Switch & Socket with Plug (No. of Pins 3P +N+ E), Model EPSS 1563-61 of Baliga or Equivalent approved make
2
41947
-
WP PUSH BUTTON STATION: Supply, erection, testing and commissioning of Weather Proof push button (OFF) control station of approved make for emergency transformer tripping at field including connection and termination of copper control cable, fabricating, earthing the supporting structure, painting the same, including supply & installation of cable glands & plugs for sealing all spare entries including the cost of all labour,tools, materials etc. complete in every respect as per the specification and directions of the Eng ineer-in-charge.
1
6884
-
SHOCK TREATMENT CHART: Supply and installation of shock treatment chart framed in good quality glass in English / Hindi / Local Lan guage.
13
32556
-
CAUTION BOARD: Supply and installation of vitreous enamel caution boards suitable for 440 V/11KV/6.6 KV as per IS 255 including fix ing on the wall with all the required hardware etc. complete in English / Hindi/ Local Language.
15
37522
-
STAINLESS STEEL INSCRIPTION PLATE: Supply and installation of approved quality stainless steel name inscription plates including ano dising, engraving the inscriptions, providing screws, etc. for equipments viz. motors, motor control centres, switchgears, push butt on stations etc. as required, providing necessary holes tapping etc. and fixing the same complete in all respect as per the directio n of Site Engineer/Engineer-in-charge including the cost of all labour, tools etc.
13
14972
-
PLASTIC INSCRIPTION PLATE: Supply and installation of approved quality plastic name inscription plates including engraving the insc riptions, providing screws, etc. for equipments viz. motors, motor control centres, switchgears, push button stations etc. as requir ed, providing necessary holes tapping etc. and fixing the same complete in all respect as per the direction of Site Engineer/Enginee r-in-charge including the cost of all labour, tools etc.
12
11234
-
Point wiring - Supplying, installation and testing with 1.5 Sq.mm stranded PVC insulated copper conductor wires for phase & neutral of 650V grade including earthing by providing 1.5 Sq.mm earth insulated continutity wire of copper in PVC conduit (Supply & installa tion of PVC conduit covered elsewhere in SOR) recessed on wall/ceiling/ false celing including supply & installation of switch boxes ,junction boxes, pull boxes, bushes, screws, check nuts, bends, modular switches and sockets . The circuit wiring with 4 Sq.mm PVC copper wire from D.B. to switchboard as required is also in the scope of the contractor:
-
-
-
1 light point controlled by 1 switch
200
290997
-
2 light points controlled by 1 switch
70
125058
-
3 light points controlled by 1 switch
2
4410
-
Ceiling fan wiring: Wiring with PVC insulated 2.5 sqmm copper conductor wire for fan points (1 fan point controlled by 1 modular swi tch) including providing space for electronic regulator in switch box, providing and fixing fan hook in the ceiling as per specifica tions and drawings.
37
86149
-
Exhaust fan / wall bracket fan wiring: Wiring with PVC insulated 2.5 sqmm copper conductor wire for phase & neutral , 650 V grade in cluding earthing , the third pin with 1.5 sqmm copper conductor earthing insulated continuity wire for exhaust/ wall bracket fan inc luding providing and fixing of 5 pin 6 A modular socket and 10 A modular switch near the door or as as per specifications and drawin gs. The circuit wiring shall be with 4 sq. mm PVC copper wire from switchboard to 1st exhaust fan for multiple exhaust fans in one c ircuit.
51
121593
-
"16 A power plug point wiring: Wiring for 250 V single phase and neutral 16 amps modular power plug point with PVC insulated 4 sq. mm. copper conductor wires for phase & neutral, 650 V grade including earthing, the third pin with 2.5 sq. mm copper conductor earthing insulated continuity wire, complete with providing and fixing of 6 pin 16/6A modular socket and 20/10 A modular switch (1 plug point per circuit) as per specif ications and drawings"
57
206950
-
"6 A plug point wiring: Wiring for 250 V single phase and neutral 6 amps modular plug point with PVC insulated 2.5 sq. mm. copper conductor wires for phase & neutral, 650 V grade including earthing, the third pin with 1.5 sq. mm copper conductor earthing insulated continuity wire, comple te with providing and fixing of 5 pin 6A modular socket and 10 A modular switch (1 plug point per circuit) as per specifications and drawings."
57
150600
-
AC point wiring: Point wiring for power plug point with 4 sq.mm stranded PVC insulated copper wire including earthing the third pin with 2.5 sq. mm copper insulated earthing wire complete with supply and fixing of recessed mounted industrial type 3 pin 32 A metal clad socket and plug, 20A MCB (Motor duty) housed in a 16 gauge M.S. Box
10
40162
-
UPS point wiring: Wiring for 250 V single phase and neutral 6 amps modular plug point with PVC insulated 2.5 sq. mm. copper conducto r wires for phase & neutral, 650 V grade including earthing, the third pin with 1.5 sq. mm copper conductor earthing insulated conti nuity wire, complete with providing and fixing of 3 numbers, 6 A 5 pin modular sockets and 10 A modular switches for UPS point as pe r specifications and drawings
1
2595
-
Lighting Distribution Board / AC Distribution Board - Supply , installation, testing and commissioning of TPN lighting / AC Distribu tion board of approved make, with rating and feeders as per specification. The DB shall be of IP-42 protection class and shall conf orm to IS 8623. The board shall be fitted with an acrylic door as per specifications and drawings:
-
-
-
Type III Distribution Board: Double Door EURODB of Havells or equivalent approved make having bus bar 200 A TPN, 1 Incomer 125 A FP MCB Isolator with 125 A FP RCCB (Senstivity 100 mA) alongwith 3 numbers 63 A TPN MCB as per specification.
10
1052643
-
Type IV DIstribution Board: Double Door Translucent Euro DB of Havells or approved make, having 100 A TPN Copper Bus bar, 1x63 A TPN MCB , 1x63 A RCCB (100 mA Sensitivity), 9x6A SP MCB & 6x20 A SP MCB as per specification
13
1251236
-
Type V Distribution Board: Double Door, EURO DB of Havells or equivalent approved make having 200 A TPN Bus Bar, 1 x 100 A FP MCB, 1 x100 A FP RCCB (100 mA Sensitivity), 9x32 A SPN Motor duty MCB as per specification.
2
164636
-
Critical Light DB: Euro DB DBOXx of Havells or equivalent make complete with bus bar, neutral links, earth links and 1 x 6 A MCB SPN & 7x2 A SPN MCB
3
34243
-
Decorative Light fittings - Supply, installation, connection, earthing and testing of the following fittings, including supply and i nstallation of drop pipes, hooks, fittings, fixtures, nuts,bolts, supports, on walls, outlet box for regulators and all other requir ed materials etc. as per specifications, drawings and directions of the Site Engineer including cost of all labour, tools, materials etc. complete in all respects.Make of the fittings can be the make mentioned in the respective SOR items or equivalent model from t he approved make list given in the specifications:
-
-
-
Supply and fixing of LED wall light cat. no. 35022 9W fitting of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation.
8
17895
-
LED light fittings, Recess mounting type, Sereno LED-RC869B LED 30S-6500 PSE W30L120 D8 or equivalent approved make with LEDs: Suppl y and fixing of recess mounted weather proof light Sereno LED-RC869B LED 30S-6500 PSE W30L120 D8 or equiavlent approved make with L EDs, 42 W or more, having 2950 lumens or more output. LED Fitting of PHILLIPS or equivalent approved make complete with all accessor ies such as LED module, driver, optics, thermal sink, connector blocks etc including installation with LED of approved make.
55
484503
-
LED light fittings with LEDs, Sereno LED-Suspended-SP824 P LED 30S-5000 GR OD or approved equivalent:Supply and fixing of surface mo unted weather proof light SP824 P LED 42 W having 2950 lumens output fitting of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation with LED of approved m ake.
131
1553434
-
DN170C LED10S-6500 PSU WH: Supply and fixing of surface mounted weather proof light DN170C LED 15 W having 1000 lumens output fitti ng of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation.
17
162696
-
Critical Light: Non Flame Proof type PEL 240 M/SL of Prolite or of approved make as per EIC, with 2 X 18 W LED TL/ Lamp including se aled lead acid battery of suitable size for minimum 01 hour back up, battery charger, for Fire fighting pump shed, HT/LT Room, Batte ry Room etc.The job includes connection of the fitting, 6A switch socket with 2C x 4 sqmm cable from DB/switch board and as mentione d above including all accessories etc. complete in all respect as per direction of EIC / Site engineer.
6
143384
-
Swan neck lighting pole with LED well glass light: Supply, installation, testing and commissioning of swan neck lighting pole of 10 0mm nominal Diameter B class MS pipe (Height of bottom of light fitting shall be 5 meters from FGL), having base Plate 200mmx200mmx5 mm along with Flameproof and Weatherproof 2x18W LED well glass light fitting complete with lamp and builtin control gear and choke of approved make, including supply and installation of earthing conductor of 8 SWG GI wire, nuts, bolts, Neck portion of lighting po le shall made up be of 50mm diameter GI pipe (radius of neck shall be 250mm). The pole shall be painted with 01 coat of primer and 0 2 coats of aluminium paint. The job shall also include supply and installation of 4 way Flameproof/weather proof junction box (with 4 cable entries) having 8 Nos., 6A, 440V shrouded terminal, with double compression FLP glands/lugs with looping arrangement and sup ply and termination of 3C X 2.5 sq. mm. armoured copper PVC/XLPE insulated cable from JB to light fitting The job complete in all re spects as per specifications, drawings and instructions of EIC / Site engineer.
22
664094
-
Swan neck: Supply, installation, testing and commissioning of swan neck lighting pole of 100mm nominal Diameter B class MS pipe (Hei ght of bottom of light fitting shall be 2 meters from FGL), having base Plate 200mmx200mmx5mm along with Flameproof (Exd IIA/IIB) an d Weatherproof 1x60W LED well glass light fitting complete with lamp and builtin control gear of approved make, including supply and installation of earthing conductor of 8 SWG GI wire, nuts, bolts, Neck portion of lighting pole shall made up be of 50mm diameter G I pipe(radius of neck shall be 250mm). The pole shall be painted with 01 coat of primer and 02 coats of aluminium paint. The job sha ll also include supply and installation of 4 way Flameproof/weather proof junction box(with 4 cable entries) having minimum 4 Nos., 6A, 440V shrouded terminal, with double compression FLP glands/lugs with looping arrangement and supply and termination of 3C X 2.5 sq. mm. armoured copper PVC/XLPE insulated cable from JB to light fitting The job complete in all respects as per specifications, dr awings and instructions of EIC / Site engineer.
48
1329907
-
Ceiling fan: Ceiling fan, BEE 5 star rated, with electronic regulator & other accessories and fittings etc. of or approved make wit h 56" Sweep size
37
144206
-
Wall mounted fan: 12" Oscillating wall mounted bracket fan, noiseless, plastic moulded construction, rotary device for 3 step speed control integrated unit of approved make with all accessories complete in all respect.
8
77948
-
Exhaust fan - Supply, installation, testing of single phase 230 V, industrial type heavy duty exhaust fan of GEC/Usha/Crompton Greav es or of approved make fitted/ provided with louvres, supports etc. including making the required opening on walls, fixing and conne cting the wires etc. including earthing the body of the fan, making good the opening on the wall etc. complete as per specifications , drawings and direction of Site Engineer including the cost of all labour, tools, materials etc. complete.
-
-
-
18" Sweep
44
512091
-
12" Sweep
9
62004
-
PVC Conduit pipes - Supply, installation, fixing in position, PVC conduit pipes, of ISI marked , in concrete, brick work etc. during or after construction by making grooves in the wall, ceiling etc. cutting threads and jointing the pipes with PVC couplers, providi ng necessary tees, bends, junction boxes etc. with 12 SWG GI wire inside conduit without joint for concealed wiring, including makin g good the concrete, brick work, surfaces etc. complete as per drawings and direction of Site Engineer / Engineer-in-charge includin g cost of all labour, materials etc.:
-
-
-
19 mm
2600
325085
-
25 mm
1900
337331
-
32 mm
190
40483
-
Supplying and laying reinforced cement concrete light duty hume pipe, non pressure type (NP3), centrifugally cast conforming to I.S .458 with 1:3:6 concrete casing at joints as required with necessary slope including excavation, backfilling, supply of collars, jo inting of pipes with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement: 2 fine sand), testing of joints, complete i n all respects as per specifications, drawing and the direction of the EIC/Site Engineer:
-
-
-
300 mm dia
102
313862
-
200 mm dia
42
69897
-
Supply fixing and erection of modular cable transit (MCT) for cable entry to building in proper frame including supply of peelable t ype, spare block, stay plates compression wedgs etc. with all accessories as per specification considering 20 % minimum spare in eac h module to be installed as per instruction of Engineer in charge/ site engineer:
-
-
-
Galvanised mild steel frame with packing space of Min.120x240 mm with multi diameter blocks and accessories with peeling off arrange ment to adjust cable size from 3.5mm to 99mm outer dia
18
428632
-
Galvanised mild steel frame with packing space of Min.120x180 mm with multi diameter blocks and accessories with peeling off arrange ment to adjust cable size from 3.5mm to 99mm outer dia
18
420620
-
Lightining Arrestor: Supply, installation and testing of Lightning arrestor on top of the MOV buiding or MOV CP buiding for divertin g lightning surges to the ground. The work shall include supply of 1.2 Meter long copper lightning arrestor with 5 spronged phenyl r od base plate etc. complete with necessary insulators including supply and fixing of 50 x 6 mm GI earthing strip of required length and connection to the main earthing grid.
16
88825
-
Modification of Feeder: Supply, installation and commissioning of 415 V, 250A, 50 KA, 4P MCCB with Microprocessor based adjustable t ype release and terminal spreaders in existing cubicle panel board including drilling holes, cut out in cubicle panel, making connec tions, etc. The work is to be completed in all respect with disconnection of existing interconnecting cables, dismantling of existin g lower rated SFU, if a ny, along with accessories, supply of higher rating interconnecting single core FRLS PVC insulated flexible copper cables (approx. 95 Sqmm), cable termination to MCCB & bus bar with all tools, tackles, consumable materials, labour etc. as p er drawings, specifica tion and directions of Site Engineer / Engineer-in-Charge.
1
60821
-
Supply, erection, installation and testing of 20M high mast shaft in two sections suitable for wind speed as Per IS-875, with raising lowering system comprising, head frame, luminaries carriage suitable to install 24 nos luminaries of BENP-20FL 240 W LED of Bajaj Make or Equivalent in symmetrical arrangement, double drum winch, 6mm diameter SS wire rope, trailing cable, connector, integral power tool motor, manual handle, junction box, lightening finial, including 1 set foundation bolts manufactured from special steel along with nuts, washers, anchor plates and templates. This includes Supply and installation of 24 nos. Integral LED Flood Light Luminaire with the following components: 02 nos Aluminum Cast luminary body, 02 nos Electronic Circuit & LED drivers, 02 nos Weather proof Transparent Cover, 02 nos Luminary Mounting Clamps, 02 nos LED Assembly. 240 Watts and 1 set Within Luminary Interconnection. Supply and installation of 2 nos. LED type single dome aviation obstruction light is also required with one high mast. This also includes Supply and installation of 1 no. outdoor stand mounted feeder pillar with 63A, 4-pole MCCB incomer, single dial time switch, 45A TP contactor for the automatic switching of luminaries, power tool control with 2 no 9A contactors and raise lower push button, Incoming (25/35) sq. mm and outgoing 16 & 2.5 sq. mm terminals. The Control Panel shall be of flame proof type suitable for gas group IIA/IIB.Construction of shallow foundation with M25 grade concrete for the highmast considering the safe soil bearing capacity at site as 10 T/sqmtr at 2 metre depth with all materials and labour. Lightning Finial shall be insulated from body and head frame of High Mast and a separate down conductor (1Rx1Cx(25/35) sq mm Aluminium Flexible Cable) shall run from the lightning finial to an earthing bolt independent of the high Mast structure. Electrical accessories like plug & socket, power tool motor etc at the bottom of high mast shall be flame proof type suitable for gas group IIA/IIB. Electrical Accessories like plug & Socket, Power Tool etc at the bottom of high mast shall be of flame proof Type Suitable for Gas Group-IIA/IIB. Ref. - Te chnical specifications.
4
5020410
-
INST-GR4-SUPPLY
-
-
-
Supply of Pressure Indicators (PI) of the range 0 to 10 Kg / Cm2 as per the technical specifications attached in the Tender.
10
46278
-
Supply of Pressure Indicators (PI) of the range 0 to 40 Kg / Cm2 as per the technical specifications attached in the Tender.
10
67095
-
Supply of Pressure Indicators (PI) of the range 0 to 100 Kg / Cm2 as per the technical specifications attached in the Tender.
20
117101
-
Supply of flame proof and weather proof fittings including EP/WP certificates as per the technical specifications attached.
-
-
-
FLP/ WP Junction Box, Type C. (Nos. of terminals: 60 Nos.; Bottom entry: 1 No. - 1 1/4" & 1 No.- 1"; Left side entry: 1 No. - 1" & 3 Nos.- 1/2"; Right side entry: 2 No. - 1" & 2 Nos.- 1/2") along with FLP cable glands & FLP plugs for all the cable entries of the Junction as per technical specifications.
30
243680
-
FLP/ WP Junction Box, Type D. (Nos. of terminals: 24 Nos.; Bottom entry: 1 No. - 1"; Left side entry: 3 Nos.- 1/2"; Right side entry: 3 Nos.- 1/2") along with FLP cable glands & FLP plugs for all the cable entries of the Junction as per technical specifications.
15
69287
-
FLP/ WP Emergency Shut Down Push Button Switch (with 2 nos. cable entry provision of 1/2" NPT) with steel hammer chained with main unit.
9
25526
-
Supply of additional Cable Glands - flame proof and weather proof including EP/WP certificates:
-
-
-
1 1/4" (5/4")
40
19759
-
1"
40
12565
-
1/2"
60
7674
-
Supply of additional Plugs - flame proof and weather proof including EP/WP certificates:
-
-
-
5/4"
40
3634
-
1"
40
3513
-
1/2"
60
2592
-
Supply of Reducers - flame proof and weather proof including EP/WP certificates:
-
-
-
1" to 1/2" Reducers
40
12067
-
1" to 3/4" Reducers
40
14024
-
3/4" to 1/2" Reducers
60
15430
-
Supply and placing in position 5 mm thick steel checkered plates over cable ducts, valves, pits etc including keeping provision of holes for lifting arrangement and providing lifting arrangement complete in all respect inclusive of cost of all labour, material, carriage etc as per specification & the direction of the engineer in-charge/site engineer
255
1627038
-
2 Pair unarmoured Telephone Cable as per specifications
1000
66115
-
20 Pair Armoured PIJF Underground Telephone Cable as per specifications
4000
788004
-
Cat 6 UTP (LAN) Networking Cable as per tender specifications
600
17190
-
Wall mounted telephone socket outlet with 2 port telephone jack face plate (white/ cream colour) including RJ11 I/O. The item includes modular plate & switch box/ gang box for fixing the face plate.
10
4034
-
Duplex (2 port) Face plate (Network I/O point) (white/ cream colour) for Local Area Network including RJ45 I/O, modular plate & switch box/ gang box for fixing the face plate.
10
5590
-
Wall mounted Cabinet (switching closet) for housing Networking Equipment/ CCTV hardware, patch panel & accessories including power distribution boxes, MCBs/ Isolator Switches, required installation materials as per tender specifications
4
212281
-
8 port Industrial Grade Network Switch with Optical Interfaces as per tender specifications
2
363397
-
24 port Industrial Grade Network Switch with Optical Interfaces as per tender specifications
2
401327
-
Power cable 3 core x 2.5 mm2 Armoured, Copper as per tender specifications
6000
789278
-
600 VA UPS with battery back-up for LAN switch
4
38135
-
19/25 mm ISI marked GI conduit along with all fittings & fixtures like Tees, bends, junction boxes, etc for installation of detectors in buildings
1600
791544
-
2 Pair x 1.5 Sq. mm, unarmoured FRLS cable complaint to BS: EN 50288-7 as per the tender specifications for indoor applications to be laid through PVC/Metaliic conduits.
1050
170486
-
Supply of wall mounted Fibre Termination Box (FMS) as per tender specifications
3
50779
-
12 Fibre Single Mode Armoured Optical Fibre Cable as per Technical Specifications SAP material code: 9320712494
4000
134425
-
INST-GR4-SERVICE
-
-
-
Installation of Wall mounted Cabinet (switching closet) for housing Networking Equipment/ CCTV hardware, patch panel & accessories including power distribution boxes, MCBs/ Isolator Switches, required installation materials as per tender specifications
4
33969
-
As built documentation for each station covering a) Control /signalling cable layout drawings, b) Cable trench details, c) Cable marker details, d) Earth grid layout, e) Field instrument termination details, f) Cable schedule, g) Junction box wiring details, h) Earth resistivity measurement data, i) Field panel termination details, j) Calibration data of all instruments tested as per scope., k) OTDR Traces of the laid OFC as applicable for respective stations
10
1445193
-
Installation of wall mounted Fibre Termination Box (FMS) as per tender specifications and directions of Engineer-in-charge/ Site Engineer
2
16663
-
INST-GR4-COMPOSITE
-
-
-
Taking delivery, shifting within a road distance of 500 meters and installation & testing of the following instruments (pressure Gauge, Pressure Switch, Pressure Transmitter, flow meters, density meters etc. of various ratings by fabrication and installing all the required pipe fittings with pressure pipes, valves, plugs, tees, nipples, junction box, cables, supply and erection of all other required materials such as the supporting structure clamps, cannopy, screws, nuts, bolts, aluminium sheets, GI wire, steel plats, cement concrete etc. complete in all respects including supply of suitable size non flame proof cable gland at control panel end and terminating the already laid cables at field, junction box and control panel end, mounting the junction boxes as per the Drawings, specifications and directions of the engineer in-charge/site engineer including cost of all labour, materials, consumables, tools, tackles and services rendered etc. All the instruments shall have to be properly connected to the earth pit through GI wires. The works shall include labelling, tagging using SS plates, glanding and ferruling at both field and panel side. Installation to be done as per OEMs recommendations, vendor drawings and other approved drawings. The scope shall include providing assistance in testing and commissioning of the instruments along with loop checking and providing assistance to control system vendor
-
-
-
INSTALLATION OF PI/ PT / PS: Installation, assistance in testing and commissioning of Pressure Indicator (PI)/ Pressure Transmitter (PT) including remote seal type PT/ Pressure Switch (PS) of various ratings as per the directions of Engineer in-charge/ Site engineer and drawings.
67
765235
-
INSTALLATION OF DPT: Installation, assistance in testing and commissioning of Differential Pressure Transmitter (DPT) as per the directions of Engineer in-charge/ Site engineer and drawings.
4
68492
-
INSTALLATION OF TEMPERATURE TRANSMITTER WITH THERMOWELL: Installation and assistance in testing & commissioning of thermowell, temperature elements & temperature transmitter(TT) by making necessary holes on the pipes, welding the socket for thermowell on the pipe including supply of boss, silicon paste etc as per the directions of engineer in-charge/site engineer and drawings.
6
59710
-
INSTALLATION OF SUB SOIL TEMPERATURE TRANSMITTER Installation and assistance in testing & commissioning of sub soil temperature elements/temperature transmitter (TT) by as per the directions of engineer in-charge/site engineer and drawings.
3
33677
-
INSTALLATION OF SURFACE MOUNTED TEMPERATURE TRANSMITTER Installation and assistance in testing & commissioning of Surface Mounted temperature elements/temperature transmitter (TT) by by welding the weld pad on the surface of the pipe, silicon paste as per the directions of engineer in-charge/site engineer and drawings.
9
135739
-
INSTALLATION OF EMERGENCY SHUTDOWN SWITCH: Installation and testing of emergency shut - down (ESD) Push button. This includes mounting of termination box as per the drawings, specification and instruction of Engineer in-charge/ Site engineer, replacement of broken glass covers and painting it in red colour.
9
117795
-
INSTALLATION OF FLOW SWITCH: Installation and testing of Flow switch. This includes mounting of termination box as per the drawings, specification and instruction of Engineer in-charge/ Site Engineer.
3
23314
-
INSTALLATION OF LEVEL TRANSMITTER: Installation and testing of Level Transmitter (of all types i.e contact type / non contact type etc.). The scope shall include installation, assistance in testing and commissioning of Level Transmitter (LT) on sump tank / crude oil fuel tank / fire water tank / surge relief tank / ransmix tanks/ Crude Oil Tank etc. as per the OEM recommendations, vendor drawings, directions of engineer in-charge/site engineer and other apporved drawings. in -charge/ Site Engineer.
1
15498
-
INSTALLATION OF LEVEL SWITCH: Installation, assistance in testing and commissioning of Level Switch of various lengths as per drawings, specifications and the directions of Engineer in-charge/ Site engineer. The scope shall include installation, assistance in testing and commissioning of Level Switch (LS) on sump tank / fuel tank/ surge relief tank / transmix tanks etc. as per the OEM recommendations, vendor drawings, directions of engineer in-charge/site engineer and other apporved drawings.
1
7439
-
DENSITY INDICATOR INSTALLATION - Taking delivery and shifting to site within distance of 500 m, installation and testing of Density Indicator, including fabrication and erection of all installation structure such as mounting stand, canopy etc, termination of cables at both ends after loop testing as per the drawings and directions of site engineer.
2
17049
-
DENSITY METER/VISCOSITY METER INSTALLATION - Taking delivery, shifting to installation site within the station premises, erection, installation of Density transducer (DE/DM) complete with by pass scoop, pitot tube, weld neck flanges. Providing assistance to control system vendor/density meter supplier in testing and commissioning of density meter. Installation and erection shall be as per manufacturer's instructions, drawings and engineer in-charge/site engineer's instructions. Job shall include termination of cables both at control panel end and density transducer end, welding of weldolet, supply of suitable size non-flame proof cable glands, steel structures or fixtures, leveling, grouting, assembling and fixing all accessories, labelling, tagging using SS plates, glanding, ferruling etc complete in all respect.
2
39095
-
FLOW METER INSTALLATION - Taking delivery, shifting to installation site within the station premises, erecting and installing of the flow meter along with reducers and flow meter electronics/ flow transmitter. Providing assistance to control system vendor/meter supplier in testing and commissioning of the turbine/ ultrasonic / coriolis mass flow meter / clamp on ultrasonic ete etc.. Making structural supports and fittings, clamps, screws, nuts, bolts, making the cable supports and terminating cables at panel and field ends. Mounting the junction boxes as per drawings,manufacturer's instructions, specification and direction/instruction of engineer in-charge/site engineer. Job shall include termination of cables at both fiels ends and control panel ends, supply of suitable size non-flame proof cable glands at control panel and the cost of all labour, tools, materials, etc. including labelling, tagging using SS plates painting, glanding, ferruling complete in all respect.
6
155983
-
INSTRUMENTATION JOBS FOR PRESSURE CONTROL VALVE / FLOW CONTROL VALVE - Testing of control valve and field electronics, including fabrication of all structural supports and fittings, termination of related cables at field, panel & MCC end, after loop testing as pervendors drawing and direction of the site engineer. Mounting of junction box if any, supply of non flame proof cable glands for paneland MCC end. The works includes tagging, labelling, glanding andferruling at both panel and field ends.
2
53479
-
INSTALLATION OF JUNCTION BOX/ PUSH BUTTON STATION - for MOV/ROSOV: Installation of non-flame proof junction box, explosion proof / flame proof junction boxes, Push button stations for MOV/ROSOV for marshalling of control cables, terminating the cables at field and control panel end, mounting the junction boxes/Push button station, connecting to earthing grid by supplying and installing all the required materials such as supporting structure, canopy, cable gland hood, cement concrete, painting, GI wire etc. (excluding supply of the Junction Boxes/Push button station) in all respects complete as per specifications, drawings and direction of site Engineer including supply of suitable size non-flame proof cable glands at Control Panel end and the cost of labour ,tools, materials, glanding, ferruling etc. complete in all respects.
60
408374
-
INSTRUMENTATION JOBS FOR MOTOR OPERATED VALVES (MOV)/ROSOV/ROV - Carrying out the instrumentation and control system jobs on the already erected actuator assembly of motor operated valves (MOV)by making the necessary cable connection at field and control panel end (excluding the supply of cables) calibrating the control components, adjusting the limit switches, testing the whole assembly as per drawings specifications and direction of the engineer in-charge/site engineer complete in all respect, including supply of suitable size non-flame-proof cable glands, ferruls, drilling/cutting of plate for fixing glands at Control Panel end and the cost of all labour, tools, glanding, ferruling, consumables etc.
46
348706
-
Installation of Infrared HYDROCARBON DETECTORS (point type / open pathtype), terminating the cables at field and control panel / RTU end, connecting to earthing grid by supplying and installing all the required materials such as supporting structure, canopy, cement concrete, painting, GI wire etc.(excluding supply of the Hydrocarbon detector) complete in all respectsas per specifications.
16
90091
-
Installation of Manual Call Point (Explosion Proof & Weather Proof) in Hazardous area, terminating the cables at field and control panel end, connecting to earthing grid by supplying and installing all the required materialssuch as supporting structure, cement concrete, painting, GI wire etc.(excluding supply of the Manual Call Point) complete in all respectsas per specifications.
9
34131
-
INSTALLATION OF CONTROL PANEL/CONSOLE DESK/ UPS/ RIO/ RTU/ PLC/ ACDB - Taking delivery, shifting the panels to installaion site and erection, installation, testing of Control panels, mounted with all the instruments, power supply units, UPS & battery banks logic control systems , barriers, providing assistance to control system vendor for commissioning of control system including panels, control/console desk etc. installation on already made foundations or fixing on walls, or steel structure or fixtures aligning, levelling, grouting, inter-wiring outgoing, incoming cable terminations as required, earthing, testing, complete in all respects as per drawings, specifications and directions of the engineer in-charge/site engineer, including supply of suitable size non-flame proof cable glands for all incoming/outgoing cables and the cost of the materials, tools, labour, glanding, ferruling etc. complete in all respects.The indicated quantity is cumulative weight of panels.
19000
835369
-
STEEL STRUCTURAL WORKS - Supply, fabrication, erection and installation of steel/GI structural works of any type and shape such as cable racks, trays, push button, control posts, ladders, lugs, chain link, fencing, angles, joints, channels, plates, flats, bars etc as required as per specifications, drawings, directions of site engineer/engineer in-charge, inlcuding cost of all labour, materials, tools, consumables etc complete in all respects. Job is inclusuve of taking delivery from owner's go down and shifting to site wherever required.
12100
2226796
-
DISMATLING OF CONTROL PANEL / MIMIC PANEL/ CONSOLE DESK/UPS/RTU: Dismantling of Control panels / MIMIC panels/UPS/RTU etc, retrieving cards/ modules in good condition and storage as per direction of site engineer/EIC, retrieving cables from control panels in healthy condition, isolating the retreived cables, labelling, of the cables etc so as to complete the job in every respect as per directions of site engineer / EIC
4500
160255
-
AIR CONDITIONER CASSETTE TYPE - Supply & Installation of 1.8T Cassette Type ACs flushed with false ceiling along with 5KVA Voltage Stablizer & MS stand for outdoor unit, refregerant piping, drain piping complete for installation in Control Room, PLC room, UPS room, Battery room & T&I Equipment rooms as per instruction of EIC / Site Engineer
18
3502272
-
AIR CONDITIONER SPLIT TYPE - Supply & Installation of Industrial Type AC as per specifications.
12
1506882
-
Supply and installation of IDF (intermediate distribution frame) / Distribution box of 20 Pair capacity with mounting arrangement as per specifications
4
20724
-
Supply and installation of MDF (Main distribution frame) /Distribution box of 50 Pair capacity with mounting arrangement as per specifications
2
13104
-
Supply & installation of MAGNETIC PROXIMITY SWITCH with suitable junction box for termination of leads/cable for extending contact to control system for unauthorised entry of building / MOV fencing.
28
528049
-
Laying of HDPE conduit and blowing of OFC cable inside the SV/MOV premises along the boundary wall, line item includes supply & installation of suitable clamps , connectors, fixture, corner bends, tools & tackles (comprising of anchor bolts/nuts/accessories etc) required for OFC entry inside SV/MOV loctaionalong the boundary wall by clamping of HDPE conduit at a height of 1 meter above the finished ground level and extending it along the length of boundary wall at 1 meter height upto the transition pit inside SV/RCP building as per attached drawing no. STD-793-00. The line item includes all sevices required for blowing of OFC cable iin HDPE conduit inside the MOV/SV loctaion as per STD - 793 drawing.
1250
56743
-
MPPL - CSW Civil - PANIPAT NON ITC
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in widt h as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed b y the Engineer-in-Charge :
-
-
-
In all kinds of soil
3313.6
782361
-
In Ordinary rock
43
19676
-
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms including getting out the excavated soil and disp osal of surplus excavated soil, all works up to any lead and lift, as directed by the Engineer-in-Charge :
-
-
-
In all kinds of soil
341
111700
-
In Ordinary rock
514
299068
-
In Hard rock (where blasting is prohibited)
514
721115
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in d epth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5m.
1128
321672
-
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
133
337256
-
Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material :
-
-
-
Beyond 30 cm girth upto and including 60 cm girth
100
49414
-
Beyond 60 cm girth upto and including 120 cm girth
75
164994
-
Beyond 120 cm girth upto and including 240 cm girth
50
510291
-
Filling the excavated earth to required grade, level & profile in low lying areas including watering, ramming, compacting at optimum moisture content to 90% of Proctor's density consolidation by rolling with 8 to 10 tonne power roller in layers not exceeding 20 c m thickness, including clearing the area by cutting of shrubs, bushes, grass, vegetation, debris etc. stacking and disposing out of plot area to an unobjectional area as directed by Engineer-in-Charge complete in all respects inclusive of cost of all labour, mate rials, tools, tackles etc. as per drawings, specifications and direction of the Engineer-in-Charge.
391
82637
-
Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor's own borrow areas including royalty, wit h all leads and lifts in low laying areas and filling to required grade and level including watering, compacting at optimum moisture content to 90% of Proctor's density, consolidation and rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm thic kness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
13291.8
7125858
-
Supplying all labour, materials, tools, chemicals, spray pumps etc. for making pre-constructional anti-termite treatment & creating a continuous chemical barrier under & all round the column pits, wall trenches, top surface of plinth filling, junction of wall & fl oor, along the exterior perimeter of the building, complete in all respects inclusive of cost of all labour, materials, tools, tackl es etc. as per drawings, specifications and direction of Site Engineer. [Note: Total plinth area of the building shall be measured for payment].
256
83440
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
-
-
-
1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from n atural sources]
228
2009605
-
1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from n atural sources]
174
1414024
-
1:3:6 (1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from n atural sources)
96
763593
-
1:4:8 [1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from n atural sources]
102
766734
-
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain w indow sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing :
-
-
-
1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from n atural sources]
1
11106
-
Centering and shuttering including strutting, propping etc. and removal of formwork for :
-
-
-
Foundations, footings, bases for columns
133
49188
-
Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natu ral sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources]
39
21211
-
Making plinth protection 50 mm thick of cement concrete 1:3:6 [1 cement : 3 coarse sand derived from natural sources : 6 graded ston e aggregate 20 mm nominal size derived from natural sources] over 75 mm thick bed of dry brick ballast 40 mm nominal size, well ramm ed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth, etc . complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direc tions of the Engineer-in-Charge.
86
68563
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishi ng and reinforcement - All work up to plinth level :
-
-
-
1:2:4 [1 cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sour ces]
174
1648354
-
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
1793.8
663411
-
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
2764.5
2186983
-
Suspended floors, roofs, landings, balconies and access platform
343
308642
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
781
559786
-
Columns, Pillars, Piers, Abutments, Posts and Struts
1085
1033573
-
Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anc hor blocks and the like.
143
52886
-
Casting, supplying and erecting in position precast reinforced cement concrete elements (with proper lifting lugs) for trench & drai n covers, shelves, partitions, post, slabs etc. for all leads and levels including making necessary moulds, vibrating, tamping, cur ing, finishing the top surface with cement mortar 1:3 (1 cement : 3 fine sand) to give a smooth and even surface, transportation to Site, aligning and fixing in position with cement mortar 1:3 (1 cement: 3 find sand,) including making recess in brick wall for pla cing the precast element in position and making good the same etc. complete in all respects inclusive of cost of all labour, materia ls, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. [Note: Payment for Reinforcement s hall be made as per relevant item of SOR.] :
-
-
-
With cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm nominal size).
12
221709
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level :
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more
82599.6
8954341
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above pl inth level :
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500 D or more
20849.2
2260190
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concr ete work, using coarse aggregate as well as fine aggregate derived from natural sources and cement content as per approved design mi x, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, inc luding admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per directions of the Engineer-in-Charge. [Note : Cement content considered in this item is @ 3 30 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.] :
-
-
-
All works upto plinth level
575
5970447
-
All works above plinth level upto floor V level
181
2209233
-
Extra for providing richer mixes at all floor levels. [Note: Excess/ less cement over the specified cement content used is payable/ recoverable separately] :
-
-
-
Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. [Note: Cement content considered in M-30 is @ 340 Kg/cum]
756
68458
-
Add for using extra cement in the items of design mix over and above the specified cement content therein. [Note: Unit "QN" shall me an "QUINTAL"]
378
330439
-
Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
423
32344
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in :
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand)
20
165573
-
Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in superstructure above plinth level up to fl oor V level in all shapes and sizes in :
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand)
13
131810
-
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :
-
-
-
Cement mortar 1:3 (1 cement : 3 coarse sand)
354
366891
-
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level :
-
-
-
Cement mortar 1:3 (1 cement :3 coarse sand)
5
6210
-
Providing and laying autoclaved aerated cement blocks masonry with 150 mm/ 230 mm/ 300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive m ortar all complete as per directions of Engineer-in-Charge. [Note: The payment of RCC band and reinforcement shall be made for seper ately].
13
112023
-
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut Granite (of any colour and s hade) for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour an d texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matc hing pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels :
-
-
-
Area of slab up to 0.50 sqm
7
38329
-
Providing and laying Burnt Terracota Tiles 12 mm thick for facia, over walls, sloping RCC Roofs etc. at all levels and locations lai d over and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same colour as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specifications and d irections of the Engineer-in-Charge.
72
159239
-
Providing and fixing 12 mm thick Elevational Brick Tiles for facia, vertical face of walls, etc. at all levels and locations laid ov er and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same colo ur as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specification and direct ions of the Engineer-in-Charge.
61
102378
-
Providing and fixing ISI marked flush door shutters conforming to IS:2202 (Part I) non-decorative type, core of block board construc tion with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face vene ers on both faces of shutters :
-
-
-
35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
4
9798
-
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrange ments for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27. 5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS:4454 (Part-1) and M.S. top co ver of required thickness for rolling shutters :
-
-
-
80 x 1.25 mm M.S. laths with 1.25 mm thick top cover
28
107030
-
Providing and fixing ball bearing for rolling shutters.
8
4360
-
Supplying and fixing circular/ hexagonal M.S. Sheet ceiling fan box with clamp, 140 mm internal diameter, 73 mm height, 3 mm thick r im bottom, and top lid of 1.5 mm thick, M.S. sheet lids shall be screwed into the M.S. box by means of 3.0 mm diameter round headed screws, clamp shall be made of 12 mm diameter M.S. bar bent to shape as per standard drawings with over all length as 80 cm complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of t he Engineer-in-Charge.
8
1789
-
Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, cl addings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cut ting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. including pre paration of detailed fabrication drawings & submission to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with two coats of epoxy paint "EPILUX 155 High Build Enamel over a coat of "EPILUX 610" Primer of M/s BERGER or any other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of conc rete work).
11
1664334
-
Supplying, fabricating and fixing M.S. structural steel work made of joists, tubes, pipes, channels, angles, plates, flats, bars etc ., for struts, chain link fencing posts as per drawing including gate, ladders, safety grills, walkways, collapsible gate, signboar ds, supports for cable trench, making slots for barbed line, wire hoisting, placing in position, embedding in concrete, applying two coats of epoxy paint "EPILUX 155" High Build Enamel over a coat of EPILUX 610 Primer of M/s Berger or any other approved equivalen t make as per manufacturer’s recommendation, complete in all respect including cutting to required size welding of joints, fixing a nchor plates,bolts, theading, nuts, washers, sleeves etc. and necessary lettering of approved pattern on main gate, signboards etc.c omplete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directio ns of the Engineer-in-Charge. (excluding the cost of concrete work).
6
880691
-
Supplying, fitting and fixing hot dip galvinised barbed line wire through holes in fencing posts (already made in the body of the po st), tightening and fixing the wire in tight condition with straining bolts (straining bolts at end post) including the cost of cutt ing and lapping joints, making holes, straining bolts, galvanised staples, binding wires etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
1000
667691
-
Supplying & fixing welded steel wire fabric of rectangular mesh 75 x 25 mm size, weight not less than 7.75 Kg/sqm fixed on angle iro n frame by welding, painted with two coats of synthetic enamel paint of over a coat of red oxide zinc chrome primer complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engin eer-in-Charge. [Note: This item is for openings in DG, Compresoor, Transformer/ VCB Room/ AVR Room. Angle iron frame shall be paid s eparately].
733
1265104
-
Supplying and placing in position 5.0 mm thick steel chequered plates over cable ducts, valve pits etc. including provision for lift ing arrangements complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifica tions and directions of the Engineer-in-Charge.
191
1220229
-
Supplying, fitting and fixing punched tape concertina spiral coil of 50 turns per coil having core wire of 2.6 mm diameter made of h igh carbon spring steel of high tensile strength as per IS:4454 (Part-I, Grade-II) having minimum galvanising coating thickness equi valent to 230 grams per square metre and low carbon steel strip of 0.5 mm thickness having a series of barbes punched all along the length on both sides of the strip at regular interval as per IS:513, DD quality having minimum galvanising coating thickness of 12 m icrons. Hardness of tape should be between 137-180 VPN (Victor Penetration Number). The coil should be clipped sufficiently at regul ar intervals. The coil should not be stretched for more than 6.0 m length and the minimum diameter of the coil in the closed conditi on should not be less than 600 mm complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per dr awings, specifications and directions of the Engineer-in-Charge.
250
145225
-
Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 la id to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labo ur, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
773.7
625975
-
Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make & colour using acid and/or alkali resisting mor tar bedding and filling joints with acid and/or alkali resisting cement as per IS:4457, all complete as per specifcations and direct ions of the Engineer-in-Charge :
-
-
-
In flooring on a bed of 10 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) :
32
62113
-
In dado/ skirting on 12 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) :
48
100193
-
Providing and laying Polished Granite stone slab (Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent) flooring in required de sign and patterns, in linear as well as curvilinear portions of the building, all complete as per the architectural drawings, with 1 8 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. al l complete as specified and as directed by the Engineer-in-Charge.
43
196888
-
Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigmen t to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse san d) :
256
509158
-
Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cemen t: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and poli shing complete.
57
133955
-
Providing gola 75x75 mm (in 75x75 mm deep chase) in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and do wn gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design.
96
29570
-
Making Khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggr egate of 20 mm nominal size) over P.V.C. sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse s and) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
16
5069
-
Providing and fixing on wall face Unplasticised Rigid PVC (uPVC) rainwater pipes (110 mm diameter, single socketed) conforming to IS :13592 Type-A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion.
223
88320
-
Providing and fixing on wall face Unplasticised-PVC (UPVC) moulded fittings/ accessories for Un-plasticised Rigid PVC rainwater pipe s conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion :
-
-
-
Coupler (110 mm)
32
4894
-
Single Push-fit Coupler (110 mm)
32
4505
-
Bend- 87.5 Degrees (110 mm)
32
5394
-
Shoe - Plain (110 mm)
32
4727
-
15 mm cement plaster on the rough side of single or half brick wall of mix :
-
-
-
1:6 (1 cement : 6 fine sand)
1870
711010
-
15 mm cement plaster on rough side of single or half brick wall of mix :
-
-
-
1:6 (1 cement : 6 coarse sand)
804
317232
-
12 mm cement plaster finished with a floating coat of neat cement of mix :
-
-
-
1:4 (1 cement : 4 fine sand)
756
322192
-
18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).
908
470737
-
6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand)
2553
753586
-
6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams.
1320
516983
-
Neat cement punning.
2376
193566
-
Providing & fixing galvanized chicken wire net 20 Gauge, 20 mm mesh size in plastering work at the junction of RCC Columns/ Beams & brickwork as directed by the Engineer-in-Charge.
391
108913
-
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
-
-
-
Water thinnable cement primer
3716
289445
-
Finishing walls with water proofing cement paint of required shade :
-
-
-
New work (Two or more coats applied @ 3.84 Kg/10 sqm)
2141
253623
-
Finishing walls with textured exterior paint of required shade :
-
-
-
New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
2008
604846
-
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
-
-
-
Two or more coats on new work
20
3156
-
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wa ll surface to prepare the surface even and smooth complete.
1576
235602
-
Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 gra ms/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour :
-
-
-
Two coats
1576
233073
-
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obta ined. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] :
-
-
-
Nominal concrete 1:3:6 or richer mix (including equivalent design mix)
500
1127914
-
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge]
500
1645474
-
Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material and disposal of u nserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed du ring day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations]
500
954230
-
Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations . (3) Cutting of steel shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge.]
50000
178770
-
Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per the directions of Engineer-in-Charge.
500
208547
-
Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, tr ansporting, unloading to approved municipal dumping ground or as approved by the Engineer-in-Charge, beyond 50 m initial lead, for a ll leads including all lifts involved.
500
90140
-
Preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the s ub grade and disposal of surplus earth with lead up to 50 metres.
3022
615021
-
With medium setting bitumen emulsion :
-
-
-
On W.B.M/ W.M.M. @ 0.4 Kg/sqm
2750
59448
-
Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set sprayin g using 98 kg of bitumen of grade VG-10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete. [No te: This item to be operated only with the prior approval of the Engineer-in-Charge].
2750
353997
-
Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS :164, on bituminous surface in white/ yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign mate rial etc. complete :
-
-
-
New work (Two or more coats)
165
46262
-
Supplying and fixing Road Hump of minimum size 350 mm width x 50 mm thick made of Carbon Black mixed Rubber with Additive of LDPE fo r reinforcement & UV resistant colouring agent of black & yellow colour with 4 reflective glass beads, of weight not less than 16 Kg /metre, and capacity to withstand minimum 35 tonne weight (moving vehicle load) including cleaning the road surface of all dirt, sca les, oil, grease and foreign material etc. and fixing the hump on the Road top as per manufactures specifications with necessary fas teners complete in all respects inclusive of cost of all labour, materials, fasteners, tools, tackles etc. as per specification and directions of the Engineer-in-Charge.
55
182153
-
Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous b inder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of the Engineer-in-Charge :
-
-
-
50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% ( percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
207
2704879
-
Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thicknes s with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per s pecifications and directions of the Engineer-in-Charge :
-
-
-
With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
413
1350048
-
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specifica tion including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfini sher in sub-base/ base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of the Engineer-in-Charge.
688
2359491
-
Providing and laying factory made chamfered edge interlocking Cement Concrete paver blocks in foot path, park & lawns driveway or li ght & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in req uired colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver b locks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & directions of the Engineer-in-Charge :
-
-
-
60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern.
2110
2423795
-
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thi ckness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc . as per directions of the Engineer-in-Charge. [Notes: (1) Length of finished kerb edging shall be measured for payment. (2) Precast C.C. kerb stones shall be approved by the Engineer-in-Charge.]
75
815646
-
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, includ ing painting of fittings and brackets, cutting and making good the walls wherever require :
-
-
-
White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap
2
6518
-
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete :
-
-
-
Flexible Pipe :
-
-
-
32 mm diameter
2
262
-
Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board grou nd fixed to wooden cleats with C.P. brass screws and washers complete.
2
3331
-
Providing and fixing toilet paper holder :
-
-
-
C.P. Brass (Ref. Make: JAQUAR, Model: Cat. No.-1151 or approved equivalent).
2
1515
-
Providing and fixing the following washroom fittings, complete in all respects; inclusive of cost of all materials, labour, tools, t ackles etc. as per specifications and directions of the Engineer-in-Charge :
-
-
-
Stainless steel liquid soap container (spring loaded push type) with lid and brackets fixed to P.V.C. cleats with C.P. brass screws, etc.
2
5218
-
C.P. brass double coat hook (Ref. Make: JAQUAR, Model: Cat. No. 1161 or approved equivalent).
2
2659
-
Internal Work - Exposed on wall: 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. Th is includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per directions of the E ngineer-in-Charge :
-
-
-
15 mm nominal outer dia pipes
10
3136
-
20 mm nominal outer dia pipes
10
3985
-
Internal Work - Concealed in wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for ho t & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This i ncludes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same inclu ding testing of joints complete as per directions of the Engineer-in-Charge :
-
-
-
15 mm nominal dia pipes
30
15956
-
20 mm nominal dia pipes
30
18624
-
External Work: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water suppl y including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, t renching, refilling & testing of joints complete as per directions of the Engineer-in-Charge :
-
-
-
80 mm nominal dia pipes
553
1411470
-
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
-
-
-
25 mm nominal bore
2
1290
-
32 mm nominal bore
2
1509
-
Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms :
-
-
-
15 mm nominal bore
2
1606
-
Providing and fixing 15mm diameter C.P. brass tap as per following with C.P. brass flange including cutting & making good the walls wherever required, etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specificatio ns and directions of the Engineer-in-Charge :
-
-
-
Bib Cock (Ref. Make: JAQUAR, Model: Cat. No. 0021 or approved equivelent)
2
3796
-
Providing and fixing 15mm diameter C.P. brass angle valve as per following with C.P. copper connecting pipe 375mm long or as require d including nuts, washers, C.P. brass flange, etc. including cutting & making good the walls wherever required, etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Ch arge :
-
-
-
Angle Valve (Ref. Make: JAQUAR, Model: Cat. No. 0053 or approved equivalent)
2
3922
-
Providing and fixing 15mm diameter C.P. brass stop cock with wall flange (Ref. Make: JAQUAR, Model: Cat. No. 0933 or approved equiva lent), male end with C.P. copper connecting pipe 375mm long or as required including nuts, washers, C.P. brass flange etc. including cutting & making good the walls wherever required complete in all respects inclusive of cost of all materials, labour, tools, tackl es etc. as per specifications and directions of the Engineer-in-Charge.
2
4059
-
Providing and fixing rectangular high density polyethylene water storage loft tank with cover (Ref. Make: SINTEX or approved equival ent), conforming to ISI:12701, colour of opaque white or as approved by the Engineer-in-Charge. The rate includes making necessary h oles for inlet, outlet & overflow pipes. The base support including fittings & fixtures for tank shall be paid separately.
1000
11422
-
Providing and laying non-pressure NP-2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in t he proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
-
-
-
450 mm dia. R.C.C. pipe
100
180822
-
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of ceme nt mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
-
-
-
450 mm dia R.C.C. pipes
25
75431
-
Constructing percolation pit of size 3.0m diameter and 2.0m deep, filled with 40 mm size brick ballast including providing suitable pre-cast RCC covers with lifting lugs, laying of 150mm diameter x 5.0m long U.P.V.C. pipe embedded in pit/ outlet pipe all complete as per specification and directions of the Engineer-in-Charge.
4
405082
-
Providing and fixing self cleaning S.C.I. heavy quality Floor/ Nahani trap with 100mm diameter inlet and 100mm diameter outlet, 125m m C.P. brass grating (heavy type) with or without vent arm including cost of cutting and making good the walls and floors, jointing with lead caulked joints, connecting with waste water pipe etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
2
4064
-
Providing and fixing 32mm diameter (Nominal Bore) brass ball valve of approved quality complete with high pressure copper floats, co mplete in all respects inclusive of cost of all materials, labour, tools, tackles, etc. complete as per specifications and direction s of the Engineer-in-Charge.
2
14955
-
Construction of second class brick masonary open surface drain (Size: 200mm wide & 200mm average depth) in cement mortar 1:4 laid ov er a bed of 150mm thick cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including mak ing haunches and providing 15mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside and its top and exposed surfaces, including excavatioin, disposal of the surplus earth up to any lead and lift as per standard desi gn and drawing, complete in all respects inclusive of cost of all labour, materials, carriages, excavation and refilling, curing etc ., as per specifications and directions of the Engineer-in-Charge.
112
265107
-
Constructing Brick Masonary catch pit in cement mortar 1:4 (1 cement : 4 coarse sand) including necessary excavation, 200mm thick fo undation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm size) and inside and top plastering (15mm thic k) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement making necessary connections to dr ains inclusive of all labour, material, equipment, etc., all complete as per drawing, specifications and directions of the Engineer -in-Charge :
-
-
-
1000mm x 1000mm x depth up to 1200mm inner dimensions.
3
90294
-
750mm x 750mm x depth up to 1000mm inner dimensions
7
139530
-
600mm x 600mm x depth up to 750mm inner dimensions
14
219349
-
For fixed portion :
-
-
-
Powder coated aluminium (Minimum thickness of powder coating 50 micron)
207
122635
-
For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittin gs wherever required including the cost of EPDM rubber/ neoprene gasket required. [Note: Fittings shall be paid for separately] :
-
-
-
Powder coated aluminium (Minimum thickness of powder coating 50 micron)
162
114913
-
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket et c. complete as per the architectural drawings and directions of the Engineer-in-Charge. [Note: Cost of aluminium snap beading shall be paid in basic item] :
-
-
-
With float glass panes of 5.50 mm thickness
38
63961
-
Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS:6315, having brand logo embossed on the body/ plate with double spring mechanism and door weight up to 125 Kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per directions of the Engineer-in-Charge. :
-
-
-
With stainless steel cover plate minimum 1.25 mm thickness
8
25058
-
Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per d irections of the Engineer-in-Charge :
-
-
-
Powder coated (Minimum thickness 50 micron) aluminium tubular handle bar
8
5843
-
Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for al uminium doors including necessary cutting and making good etc. complete.
8
4762
-
Filling the gap in between Aluminium/ Stone/ Wood frame and adjacent RCC/ Brick/ Stone/ Wood/ Ceramic/ Gypsum work by providing weat her/ structural non-sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and directions of t he Engineer-in-Charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600 :
-
-
-
Up to 5 mm depth and 5 mm width
123
19977
-
Providing and fixing, on fixed glazing/ doors/ window panes, sun control film "HP NATURAL 35 SAFETY COMBINATION FILM-4Mil" of M/s. G ARWARE or approved equivalent make and shade, all complete as per manufacturer's specification and as per directions of the Engineer -in-Charge.
38
49468
-
Grading roof for water proofing treatment with :
-
-
-
Cement mortar 1:3 (1 cement : 3 coarse sand)
11
183659
-
Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflec tivity Index (SRI) of 105 on top of concrete roof in three coats @ 10.76 litre/10 sqm. One coat of self-priming of elastomeric water proofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thi ckness of complete application/ system not less than 500 microns). The operation shall be carried out after scrapping and properly c leaning the surface to remove loose particles with wire brushes, complete in all respect as per directions of the Engineer-in-Charge .
343
185099
-
Supplying and using water proofing compound like CICO, PUDDLE or any other approved brand with Cement Plaster/ CC/ RCC complete in a ll respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the En gineer-in-Charge.
528
86471
-
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per directions of the Engineer-in-Charge.
30
51670
-
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulde rs, in required thickness, for all leads & lifts, all complete as per directions of the Engineer-in-Charge.
30
51670
-
Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per directions of the Engineer-in-Charge.
30
51670
-
450 mm x 450 mm rectangular section radial drain.
1100
3632310
-
Providing and fixing 75mm diameter P.V.C. pipe (4 Kg/sq.cm) for Weep Holes in Masonry/ RCC wall including providing 230x230x230 mm s ize (approx.) filter using pebles of 40mm & down size in every weep hole on retaining side etc. complete in all respects inclusive o f cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge.
188
67368
-
Supplying and stacking of good earth at site including royalty and carriage up to any lead complete. [Note: Volume of earth measured in stacks will be reduced by 20% for payment].
4500
3209895
-
Supplying and stacking sludge at site including royalty and carriage up to any lead complete. [Note: Volume of sludge measured in st acks will be reduced by 8% for payment].
1500
631040
-
Supplying and stacking of well decayed cattle manure at site including royalty and carriage up to any lead complete. [Note: Volume o f cattle manure measured in stacks will reduced by 8% for payment].
1500
525176
-
Mixing earth and sludge or manure in the required proportion specified or directed by the Engineer-In-Charge.
5000
243847
-
Spreading of sludge, dump manure and/or good earth in required thickness including removal of debris/ un-wanted material, consolidat ion, dressing, levelling and watering etc. complete as per directions of the Engineer-in-Charge. [Note: Cost of sludge, dump manure and/or good earth shall be paid separately under relevant item of SOR].
5000
350578
-
Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surp lus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with e arth or earth mixed with sludge or/ and manure before and after flooding trench with water. [Note: The rate is excluding cost of imp orted earth, sludge or manure].
500
52185
-
Rough dressing the trenched ground including breaking clods.
10000
19706
-
Flooding the ground with water including making kiaries and dismantling the same.
10000
28792
-
Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.
10000
65254
-
Fine dressing of the ground
10000
49324
-
Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, fillin g with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared u nserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete. [Note: Cost of sludge, manure or extra earth shall be paid for separately under relevant item of SOR].
1000
297631
-
Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by vo lume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts. [Note: Cost of manure, sludg e or extra good earth if needed shall be paid separately under relevant item of SOR].
-
-
-
Holes 1.2 m diameter and 1.2 m deep
100
46391
-
Holes 60 cm diameter and 60 cm deep
100
6068
-
Providing and laying Neelgiri/ Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level an d ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning w ith sprinkler and maintenance for 30 days or more till the grass establish properly, complete as per direction of the Engineer-in-Ch arge.
1500
481422
-
Plantation of Trees, Shrubs and Hedges at site including watering and removal of unserviceable materials as per direction of the Eng ineer-in-Charge (excluding cost of plant & water):
-
-
-
Tree Plant
67
650
-
Shrub Plant
67
325
-
Hedge Plant/ Ground Cover
67
218
-
Supply and planting sapling (not less than 45 cm in height and 60 cm centre to centre) of Casurina, Labrum, Gulmohar, Ashokas, Bottl e Palm, Bougenvilla, Hibiscus, Roses or other approved type of variety of plants, watering & maintenance for 30 days minimum complet e in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engine er-in-Charge.
400
267642
-
Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm down size) mixed with approved brand of water proofing compound @ 1Kg/50 Kg bag of cement, in roof grading, coping, in bed concrete etc. at all heights & depths, including providing centering and shuttering, scaffolding, watering, curing, vibrating, etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer.
10
101976
-
Brick work with modular extruded brunt fly ash clay sewer bricks (Conforming to IS: 4885 ) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth : Cement mortar 1:4
394.2
2999818
-
Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor fiv e level in : Cement mortar 1:4
244
2393191
-
Half brick masonry with non modular fly ash bricks of class designation 10, conformingio IS :12894, in super structure above plinth and upto floor V level : Cement mortar 1 : 3 (1 cement : 3 coarse sand)
42
48698
-
MPPL - CSW Civil - PANIPAT ITC
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in widt h as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed b y the Engineer-in-Charge :
-
-
-
In all kinds of soil
1821
429949
-
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
7
17750
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
-
-
-
1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from n atural sources]
3
24379
-
1:4:8 [1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from n atural sources]
80
601360
-
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
2879
1064756
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level :
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more
103138
11180839
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concr ete work, using coarse aggregate as well as fine aggregate derived from natural sources and cement content as per approved design mi x, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, inc luding admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per directions of the Engineer-in-Charge. [Note : Cement content considered in this item is @ 3 30 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.] :
-
-
-
All works upto plinth level
670
6956868
-
Extra for providing richer mixes at all floor levels. [Note: Excess/ less cement over the specified cement content used is payable/ recoverable separately] :
-
-
-
Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. [Note: Cement content considered in M-30 is @ 340 Kg/cum]
669
60580
-
Add for using extra cement in the items of design mix over and above the specified cement content therein. [Note: Unit "QN" shall me an "QUINTAL"]
334
291975
-
Supplying and providing non-shrinkable cement grout (SHRINKKOMP 20 or any other equivalent approved brand) for grouting holding down bolts in pocket holes for equipment foundation, including necessary surface preparation mixing of grout, curing as per manufacturer 's recommendation/ specification and directions of the Engineer-in-Charge. [Note: This item shall be operated under specific instruc tions of the Engineer-in-Charge]
1375
115473
-
Painting foundation concrete (RCC) with hot bitumen of grade VG-10 @ 17 Kg/10 sqm including cleaning the foundation concrete with br ushes etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
456
306382
-
Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, cl addings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cut ting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. including pre paration of detailed fabrication drawings & submission to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with two coats of epoxy paint "EPILUX 155 High Build Enamel over a coat of "EPILUX 610" Primer of M/s BERGER or any other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of conc rete work).
9
1361728
-
Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 la id to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labo ur, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
22
17799
-
15 mm cement plaster 1:2 (1 cement : 2 stone dust) on the rough side of single or half brick wall.
19
8492
-
6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand)
476
140504
-
6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams.
11
4308
-
Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm down size) mixed with approved brand of water proofing compound @ 1Kg/50 Kg bag of cement, in roof grading, coping, in bed concrete etc. at all heights & depths, including providing centering and shuttering, scaffolding, watering, curing, vibrating, etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer.
1
10197
-
Brick work with modular extruded brunt fly ash clay sewer bricks (Conforming to IS: 4885 ) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth : Cement mortar 1:4
5
38049
-
MPPL - CSW Civil - SV NON ITC
-
-
-
Earth work in surface excavation (not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan) in all kinds of soil including getting out and disposal of excavated earth up to all lead and lift, as directed by the Engineer-in-Charge.
11856
1424609
-
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in widt h as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed b y the Engineer-in-Charge :
-
-
-
In all kinds of soil
6906.2
1630596
-
In Ordinary rock
132
60403
-
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms including getting out the excavated soil and disp osal of surplus excavated soil, all works up to any lead and lift, as directed by the Engineer-in-Charge :
-
-
-
In all kinds of soil
1806
591587
-
In Ordinary rock
2562
1490689
-
In Hard rock (where blasting is prohibited)
2562
3594355
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in d epth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5m.
2377
677850
-
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
281
712548
-
Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material :
-
-
-
Filling the excavated earth to required grade, level & profile in low lying areas including watering, ramming, compacting at optimum moisture content to 90% of Proctor's density consolidation by rolling with 8 to 10 tonne power roller in layers not exceeding 20 c m thickness, including clearing the area by cutting of shrubs, bushes, grass, vegetation, debris etc. stacking and disposing out of plot area to an unobjectional area as directed by Engineer-in-Charge complete in all respects inclusive of cost of all labour, mate rials, tools, tackles etc. as per drawings, specifications and direction of the Engineer-in-Charge.
688
145408
-
Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor's own borrow areas including royalty, wit h all leads and lifts in low laying areas and filling to required grade and level including watering, compacting at optimum moisture content to 90% of Proctor's density, consolidation and rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm thic kness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
27834.6
14922390
-
Supplying all labour, materials, tools, chemicals, spray pumps etc. for making pre-constructional anti-termite treatment & creating a continuous chemical barrier under & all round the column pits, wall trenches, top surface of plinth filling, junction of wall & fl oor, along the exterior perimeter of the building, complete in all respects inclusive of cost of all labour, materials, tools, tackl es etc. as per drawings, specifications and direction of Site Engineer. [Note: Total plinth area of the building shall be measured for payment].
1056
344192
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
-
-
-
1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from n atural sources]
325
2864568
-
1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from n atural sources]
490
3982022
-
1:3:6 (1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from n atural sources)
35
278393
-
1:4:8 [1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from n atural sources]
576
4329792
-
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain w indow sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing :
-
-
-
1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from n atural sources]
3
33320
-
Centering and shuttering including strutting, propping etc. and removal of formwork for :
-
-
-
Foundations, footings, bases for columns
675
249639
-
Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natu ral sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources]
207
112581
-
Making plinth protection 50 mm thick of cement concrete 1:3:6 [1 cement : 3 coarse sand derived from natural sources : 6 graded ston e aggregate 20 mm nominal size derived from natural sources] over 75 mm thick bed of dry brick ballast 40 mm nominal size, well ramm ed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth, etc . complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direc tions of the Engineer-in-Charge.
328
261499
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishi ng and reinforcement - All work up to plinth level :
-
-
-
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
2211.8
818002
-
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5480
4335203
-
Suspended floors, roofs, landings, balconies and access platform
1388
1248967
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
3996
2864155
-
Columns, Pillars, Piers, Abutments, Posts and Struts
4597
4379112
-
Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anc hor blocks and the like.
713
263692
-
Casting, supplying and erecting in position precast reinforced cement concrete elements (with proper lifting lugs) for trench & drai n covers, shelves, partitions, post, slabs etc. for all leads and levels including making necessary moulds, vibrating, tamping, cur ing, finishing the top surface with cement mortar 1:3 (1 cement : 3 fine sand) to give a smooth and even surface, transportation to Site, aligning and fixing in position with cement mortar 1:3 (1 cement: 3 find sand,) including making recess in brick wall for pla cing the precast element in position and making good the same etc. complete in all respects inclusive of cost of all labour, materia ls, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. [Note: Payment for Reinforcement s hall be made as per relevant item of SOR.] :
-
-
-
With cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm nominal size).
52
960741
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level :
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more
274498.8
29757481
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above pl inth level :
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500 D or more
97839.6
10606458
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concr ete work, using coarse aggregate as well as fine aggregate derived from natural sources and cement content as per approved design mi x, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, inc luding admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per directions of the Engineer-in-Charge. [Note : Cement content considered in this item is @ 3 30 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.] :
-
-
-
All works upto plinth level
2584
26830670
-
All works above plinth level upto floor V level
842
10277205
-
Extra for providing richer mixes at all floor levels. [Note: Excess/ less cement over the specified cement content used is payable/ recoverable separately] :
-
-
-
Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. [Note: Cement content considered in M-30 is @ 340 Kg/cum]
3325
301089
-
Add for using extra cement in the items of design mix over and above the specified cement content therein. [Note: Unit "QN" shall me an "QUINTAL"]
1712
1496595
-
Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
1642
125553
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in :
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand)
137
1134179
-
Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in superstructure above plinth level up to fl oor V level in all shapes and sizes in :
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand)
71
719885
-
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :
-
-
-
Cement mortar 1:3 (1 cement : 3 coarse sand)
429
444623
-
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level :
-
-
-
Cement mortar 1:3 (1 cement :3 coarse sand)
17
21114
-
Providing and laying autoclaved aerated cement blocks masonry with 150 mm/ 230 mm/ 300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive m ortar all complete as per directions of Engineer-in-Charge. [Note: The payment of RCC band and reinforcement shall be made for seper ately].
71
611818
-
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut Granite (of any colour and s hade) for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour an d texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matc hing pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels :
-
-
-
Area of slab up to 0.50 sqm
26
142366
-
Providing and fixing first quality ceramic glazed wall tiles conforming to IS:15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by the Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey ce ment slurry @ 3.3 Kg/sq.m., including pointing in white cement mixed with pigment of matching shade complete.
168
224732
-
Providing and laying Burnt Terracota Tiles 12 mm thick for facia, over walls, sloping RCC Roofs etc. at all levels and locations lai d over and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same colour as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specifications and d irections of the Engineer-in-Charge.
276
610418
-
Providing and fixing 12 mm thick Elevational Brick Tiles for facia, vertical face of walls, etc. at all levels and locations laid ov er and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same colo ur as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specification and direct ions of the Engineer-in-Charge.
235
394409
-
Providing and fixing ISI marked flush door shutters conforming to IS:2202 (Part I) non-decorative type, core of block board construc tion with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face vene ers on both faces of shutters :
-
-
-
35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
14
34294
-
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrange ments for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27. 5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS:4454 (Part-1) and M.S. top co ver of required thickness for rolling shutters :
-
-
-
80 x 1.25 mm M.S. laths with 1.25 mm thick top cover
112
428120
-
Providing and fixing ball bearing for rolling shutters.
32
17443
-
Supplying and fixing circular/ hexagonal M.S. Sheet ceiling fan box with clamp, 140 mm internal diameter, 73 mm height, 3 mm thick r im bottom, and top lid of 1.5 mm thick, M.S. sheet lids shall be screwed into the M.S. box by means of 3.0 mm diameter round headed screws, clamp shall be made of 12 mm diameter M.S. bar bent to shape as per standard drawings with over all length as 80 cm complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of t he Engineer-in-Charge.
32
7156
-
Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, cl addings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cut ting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. including pre paration of detailed fabrication drawings & submission to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with two coats of epoxy paint "EPILUX 155 High Build Enamel over a coat of "EPILUX 610" Primer of M/s BERGER or any other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of conc rete work).
6
907819
-
Supplying, fabricating and fixing M.S. structural steel work made of joists, tubes, pipes, channels, angles, plates, flats, bars etc ., for struts, chain link fencing posts as per drawing including gate, ladders, safety grills, walkways, collapsible gate, signboar ds, supports for cable trench, making slots for barbed line, wire hoisting, placing in position, embedding in concrete, applying two coats of epoxy paint "EPILUX 155" High Build Enamel over a coat of EPILUX 610 Primer of M/s Berger or any other approved equivalen t make as per manufacturer’s recommendation, complete in all respect including cutting to required size welding of joints, fixing a nchor plates,bolts, theading, nuts, washers, sleeves etc. and necessary lettering of approved pattern on main gate, signboards etc.c omplete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directio ns of the Engineer-in-Charge. (excluding the cost of concrete work).
10
1467818
-
Supplying, fitting and fixing hot dip galvinised barbed line wire through holes in fencing posts (already made in the body of the po st), tightening and fixing the wire in tight condition with straining bolts (straining bolts at end post) including the cost of cutt ing and lapping joints, making holes, straining bolts, galvanised staples, binding wires etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
4800
3204917
-
Supplying and placing in position 5.0 mm thick steel chequered plates over cable ducts, valve pits etc. including provision for lift ing arrangements complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifica tions and directions of the Engineer-in-Charge.
809
5168408
-
Supplying, fitting and fixing punched tape concertina spiral coil of 50 turns per coil having core wire of 2.6 mm diameter made of h igh carbon spring steel of high tensile strength as per IS:4454 (Part-I, Grade-II) having minimum galvanising coating thickness equi valent to 230 grams per square metre and low carbon steel strip of 0.5 mm thickness having a series of barbes punched all along the length on both sides of the strip at regular interval as per IS:513, DD quality having minimum galvanising coating thickness of 12 m icrons. Hardness of tape should be between 137-180 VPN (Victor Penetration Number). The coil should be clipped sufficiently at regul ar intervals. The coil should not be stretched for more than 6.0 m length and the minimum diameter of the coil in the closed conditi on should not be less than 600 mm complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per dr awings, specifications and directions of the Engineer-in-Charge.
1250
726127
-
Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 la id to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labo ur, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
1775.4
1436417
-
Providing and laying 52 mm thick cement concrete flooring with metallic hardner topping, under layer of 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer of 12 mm thick metallic concrete hardne r consisting of mix 1:2 (1 cement : 2 stone aggregate 6 mm nominal size) by volume with which metallic hardening compound such as IR ONITE NO. 1 of IRONITE CO. OF INDIA LTD. or aproved equivalent mixed in the ratio 4:1 (4 parts of cement : 1 part of metallic floor hardening compound of approval quality) by weight, inclusive of cost of finishing, labour, material, equipment, etc. as per specific ations and directions of the Engineer-in-Charge.
234
299380
-
Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make & colour using acid and/or alkali resisting mor tar bedding and filling joints with acid and/or alkali resisting cement as per IS:4457, all complete as per specifcations and direct ions of the Engineer-in-Charge :
-
-
-
In flooring on a bed of 10 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) :
128
248454
-
In dado/ skirting on 12 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) :
192
400775
-
Providing and laying Polished Granite stone slab (Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent) flooring in required de sign and patterns, in linear as well as curvilinear portions of the building, all complete as per the architectural drawings, with 1 8 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. al l complete as specified and as directed by the Engineer-in-Charge.
170
778396
-
Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigmen t to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse san d) :
528
1050140
-
Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cemen t: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and poli shing complete.
211
495871
-
Providing and laying ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of first quality conforming to IS:15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including pointing the joints with white cement and mat ching pigment, etc. complete.
90
108310
-
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the Manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 ce ment : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joints with white cement and matching pigments etc., complete :
-
-
-
Size of Tile 600x600 mm
130
253274
-
Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to IS:15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of c ement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joint with white cement & matching pigments etc. complete :
-
-
-
Size of Tile 600x600 mm
36
72254
-
Providing gola 75x75 mm (in 75x75 mm deep chase) in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and do wn gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design.
368
113354
-
Making Khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggr egate of 20 mm nominal size) over P.V.C. sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse s and) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
32
10139
-
Providing and fixing on wall face Unplasticised Rigid PVC (uPVC) rainwater pipes (110 mm diameter, single socketed) conforming to IS :13592 Type-A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion.
686
271693
-
Providing and fixing on wall face Unplasticised-PVC (UPVC) moulded fittings/ accessories for Un-plasticised Rigid PVC rainwater pipe s conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion :
-
-
-
Coupler (110 mm)
64
9788
-
Single Push-fit Coupler (110 mm)
64
9011
-
Bend- 87.5 Degrees (110 mm)
64
10789
-
Shoe - Plain (110 mm)
64
9455
-
15 mm cement plaster on the rough side of single or half brick wall of mix :
-
-
-
1:6 (1 cement : 6 fine sand)
7125
2709064
-
15 mm cement plaster on rough side of single or half brick wall of mix :
-
-
-
1:6 (1 cement : 6 coarse sand)
800
315654
-
12 mm cement plaster finished with a floating coat of neat cement of mix :
-
-
-
1:4 (1 cement : 4 fine sand)
5868
2500827
-
18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).
4416
2289400
-
6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand)
12077
3564852
-
Neat cement punning.
5652
460452
-
Providing & fixing galvanized chicken wire net 20 Gauge, 20 mm mesh size in plastering work at the junction of RCC Columns/ Beams & brickwork as directed by the Engineer-in-Charge.
1780
495820
-
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
-
-
-
Water thinnable cement primer
16820
1310140
-
Finishing walls with water proofing cement paint of required shade :
-
-
-
New work (Two or more coats applied @ 3.84 Kg/10 sqm)
10542
1248807
-
Finishing walls with textured exterior paint of required shade :
-
-
-
New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
6238
1879001
-
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
-
-
-
Two or more coats on new work
80
12625
-
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wa ll surface to prepare the surface even and smooth complete.
6277
938375
-
Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 gra ms/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour :
-
-
-
Two coats
6277
928301
-
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obta ined. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] :
-
-
-
Preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the s ub grade and disposal of surplus earth with lead up to 50 metres.
2992
608915
-
Providing and laying design mix reinforced cement concrete of M-30 grade in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specifi ed design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading, levelling to required s lope/ camber and compacting mechanically by using screed board vibrators, vaccum dewatering process and finally finishing in require d texture by floating & brooming with wire brush, including steel form work with sturdy M.S. channel sections, curing, making provis ion for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing ex pansion joints as per drawing including dowel cap, sponge, sealing tape, bitumen painting, debonding tape and filling joints with ap proved joint filler and sealants, complete all as per direction of the Engineer-in-Charge. [Notes: (1) Item of joint fillers, sealan ts, dowel bars with sleeve/ tie bars to be paid separately. (2) The item rate is inclusive of cost of dowel cap, sponge, sealing tap e, bitumen painting, debonding tape. (3) Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design m ix is payable/ recoverable separately].
-
-
-
Cement concrete prepared with batch mixing machine
300
3409115
-
Providing and fixing in position pre-moulded joint filler in expansion joints. [Note: Unit "CM" shall mean "PER CENTIMETRE DEPTH PER CENTIMETRE WIDTH PER METRE LENGTH"].
4688
18863
-
Providing and laying in position bitumen hot sealing compound for expansion joints etc. :
-
-
-
Using Grade 'A' sealing compound. [Note: Unit "CM" shall mean "PER CENTIMETRE DEPTH PER CENTIMETRE WIDTH PER METRE LENGTH"].
625
2677
-
Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS :164, on bituminous surface in white/ yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign mate rial etc. complete :
-
-
-
New work (Two or more coats)
60
16822
-
Supplying and fixing Road Hump of minimum size 350 mm width x 50 mm thick made of Carbon Black mixed Rubber with Additive of LDPE fo r reinforcement & UV resistant colouring agent of black & yellow colour with 4 reflective glass beads, of weight not less than 16 Kg /metre, and capacity to withstand minimum 35 tonne weight (moving vehicle load) including cleaning the road surface of all dirt, sca les, oil, grease and foreign material etc. and fixing the hump on the Road top as per manufactures specifications with necessary fas teners complete in all respects inclusive of cost of all labour, materials, fasteners, tools, tackles etc. as per specification and directions of the Engineer-in-Charge.
40
132475
-
Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thicknes s with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per s pecifications and directions of the Engineer-in-Charge :
-
-
-
With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
200
653776
-
Providing and laying factory made chamfered edge interlocking Cement Concrete paver blocks in foot path, park & lawns driveway or li ght & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in req uired colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver b locks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & directions of the Engineer-in-Charge :
-
-
-
60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern.
3970
4560411
-
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thi ckness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc . as per directions of the Engineer-in-Charge. [Notes: (1) Length of finished kerb edging shall be measured for payment. (2) Precast C.C. kerb stones shall be approved by the Engineer-in-Charge.]
54
587265
-
Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS:7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :
-
-
-
W.C. pan with ISI marked white solid plastic seat and lid.
8
54644
-
Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I cl amps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
-
-
-
One urinal basin with 5 litre white P.V.C. automatic flushing cistern
8
51750
-
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, includ ing painting of fittings and brackets, cutting and making good the walls wherever require :
-
-
-
White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap
16
52151
-
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete :
-
-
-
Flexible Pipe :
-
-
-
32 mm diameter
16
2100
-
Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board grou nd fixed to wooden cleats with C.P. brass screws and washers complete.
16
26653
-
Providing and fixing toilet paper holder :
-
-
-
C.P. Brass (Ref. Make: JAQUAR, Model: Cat. No.-1151 or approved equivalent).
8
6063
-
Providing and fixing soil, waste and vent pipes :
-
-
-
100 mm diameter :
-
-
-
Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS:3989
40
56722
-
Providing and fixing the following washroom fittings, complete in all respects; inclusive of cost of all materials, labour, tools, t ackles etc. as per specifications and directions of the Engineer-in-Charge :
-
-
-
Stainless steel liquid soap container (spring loaded push type) with lid and brackets fixed to P.V.C. cleats with C.P. brass screws, etc.
16
41747
-
C.P. brass double coat hook (Ref. Make: JAQUAR, Model: Cat. No. 1161 or approved equivalent).
16
21276
-
Internal Work - Exposed on wall: 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. Th is includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per directions of the E ngineer-in-Charge :
-
-
-
15 mm nominal outer dia pipes
40
12544
-
20 mm nominal outer dia pipes
40
15940
-
Internal Work - Concealed in wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for ho t & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This i ncludes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same inclu ding testing of joints complete as per directions of the Engineer-in-Charge :
-
-
-
15 mm nominal dia pipes
120
63824
-
20 mm nominal dia pipes
120
74497
-
External Work: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water suppl y including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, t renching, refilling & testing of joints complete as per directions of the Engineer-in-Charge :
-
-
-
50 mm nominal dia pipes
1000
1027850
-
100 mm nominal dia pipes
641.79
2316133
-
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
-
-
-
20 mm nominal bore
14
8365
-
25 mm nominal bore
16
10327
-
32 mm nominal bore
16
12074
-
Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms :
-
-
-
15 mm nominal bore
16
12854
-
Providing and fixing 15mm diameter C.P. brass tap as per following with C.P. brass flange including cutting & making good the walls wherever required, etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specificatio ns and directions of the Engineer-in-Charge :
-
-
-
Bib Cock (Ref. Make: JAQUAR, Model: Cat. No. 0021 or approved equivelent)
32
60739
-
Providing and fixing 15mm diameter C.P. brass angle valve as per following with C.P. copper connecting pipe 375mm long or as require d including nuts, washers, C.P. brass flange, etc. including cutting & making good the walls wherever required, etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Ch arge :
-
-
-
Angle Valve (Ref. Make: JAQUAR, Model: Cat. No. 0053 or approved equivalent)
32
62754
-
Providing and fixing 15mm diameter C.P. brass stop cock with wall flange (Ref. Make: JAQUAR, Model: Cat. No. 0933 or approved equiva lent), male end with C.P. copper connecting pipe 375mm long or as required including nuts, washers, C.P. brass flange etc. including cutting & making good the walls wherever required complete in all respects inclusive of cost of all materials, labour, tools, tackl es etc. as per specifications and directions of the Engineer-in-Charge.
32
64950
-
Providing & fixing Angle Valve (Ref. Make: JAQUAR, Model: Cat. No. 563 or approved equivalent) and Health Faucet with flexible tube 8mm diameter x 1.5 m long (Ref. Make: JAQUAR, Model: Cat. No. 549 or approved equivalent).
8
29137
-
Providing and fixing rectangular high density polyethylene water storage loft tank with cover (Ref. Make: SINTEX or approved equival ent), conforming to ISI:12701, colour of opaque white or as approved by the Engineer-in-Charge. The rate includes making necessary h oles for inlet, outlet & overflow pipes. The base support including fittings & fixtures for tank shall be paid separately.
4000
45689
-
Providing, laying and jointing glazed stoneware pipes Class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cem ent : 1 fine sand) including testing of joints etc. complete :
-
-
-
100 mm diameter
210
86442
-
150 mm diameter
120
77930
-
200 mm diameter
120
123745
-
250 mm diameter
120
182866
-
Providing and fixing square mouth S.W. gully trap class SP-1 complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside dimension). The brick masonary chamber shall be constructed with common burnt clay F.P. S. (Non-modular) bricks of class designation 7.5. [Note: Weight of the cover shall not less than 4.50 kg and weight of the frame sha ll not be less than 2.70 kg as per standard design] :
-
-
-
100x100 mm size P-type
32
95849
-
Providing and laying non-pressure NP-2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in t he proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
-
-
-
250 mm dia. R.C.C. pipe
160
156726
-
300 mm dia. R.C.C. pipe
160
179412
-
450 mm dia. R.C.C. pipe
200
361644
-
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of ceme nt mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
-
-
-
450 mm dia R.C.C. pipes
25
75431
-
Constructing brick masonry chamber for underground C.I. inspection chamber and bends with common burnt clay F.P.S. (Non-modular) bri cks of class designation 7.5 in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 Kg and weight of frame 15 Kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cemen t : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :
-
-
-
Inside dimensions 455x610 mm and 45 cm deep for single pipeline :
8
62964
-
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diam eter, 1.8 m long complete as per standard design :
-
-
-
With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5
8
262567
-
Constructing brick masonry Septic Tank with brickwork in cement mortar 1:6 including R.C.C. 1:2:4 (1 cement : 2 sand : 4 graded coar se aggregate) top slab, C.I. cover all as per standard drawing, etc. complete in all respects inclusive of cost of all materials, la bour, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge :
-
-
-
For 10 Users
8
1267290
-
Constructing percolation pit of size 3.0m diameter and 2.0m deep, filled with 40 mm size brick ballast including providing suitable pre-cast RCC covers with lifting lugs, laying of 150mm diameter x 5.0m long U.P.V.C. pipe embedded in pit/ outlet pipe all complete as per specification and directions of the Engineer-in-Charge.
8
810164
-
Providing and fixing self cleaning S.C.I. heavy quality Floor/ Nahani trap with 100mm diameter inlet and 100mm diameter outlet, 125m m C.P. brass grating (heavy type) with or without vent arm including cost of cutting and making good the walls and floors, jointing with lead caulked joints, connecting with waste water pipe etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
32
65039
-
Providing and fixing 32mm diameter (Nominal Bore) brass ball valve of approved quality complete with high pressure copper floats, co mplete in all respects inclusive of cost of all materials, labour, tools, tackles, etc. complete as per specifications and direction s of the Engineer-in-Charge.
8
59821
-
Construction of second class brick masonary open surface drain (Size: 200mm wide & 200mm average depth) in cement mortar 1:4 laid ov er a bed of 150mm thick cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including mak ing haunches and providing 15mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside and its top and exposed surfaces, including excavatioin, disposal of the surplus earth up to any lead and lift as per standard desi gn and drawing, complete in all respects inclusive of cost of all labour, materials, carriages, excavation and refilling, curing etc ., as per specifications and directions of the Engineer-in-Charge.
832
1969371
-
Constructing Brick Masonary catch pit in cement mortar 1:4 (1 cement : 4 coarse sand) including necessary excavation, 200mm thick fo undation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm size) and inside and top plastering (15mm thic k) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement making necessary connections to dr ains inclusive of all labour, material, equipment, etc., all complete as per drawing, specifications and directions of the Engineer -in-Charge :
-
-
-
1000mm x 1000mm x depth up to 1200mm inner dimensions.
11
331080
-
750mm x 750mm x depth up to 1000mm inner dimensions
30
597989
-
600mm x 600mm x depth up to 750mm inner dimensions
116
1817468
-
Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and lengt h below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the le ngth of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads [No tes: (1) Length of pile for payment shall be measured up to bottom of pile cap. (2) Truck Mounted rotary/ TMR/ Tubewell boring machi ne shall not be used] :
-
-
-
450 mm diameter piles
50
117251
-
Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified dia meter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. [Note: Length of pile for payment shall be measured upto to the bottom of pile cap] :
-
-
-
400 mm diameter piles
346
1325730
-
Vertical load testing of piles in accordance with IS:2911 (Part-IV) including installation of loading platform by Kentledge/ Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per sp ecification & the direction of the Engineer-In-Charge. [Notes : (1) Initial and Routine Load Test shall not be carried out by Dynami c method of testing. (2) Testing agency shall submitt the design of loading platform for the approval of the Engineer-in-Charge.] :
-
-
-
Single pile up to 50 tonne Safe Capacity :
-
-
-
Initial Test (Test Load 2.5 times the Safe Capacity) [Note: Unit "EA" shall mean "PER TEST"]
4
277940
-
Routine Test (Test Load 1.5 times the Safe Capacity) [Note: Unit "EA" shall mean "PER TEST"]
5
130284
-
Single pile above 50 tonne and up to 100 tonne Safe Capacity :
-
-
-
Initial Test (Test Load 2.5 times the Safe Capacity) [Note: Unit "EA" shall mean "PER TEST"]
2
156341
-
Routine Test (Test Load 1.5 times the Safe Capacity) [Note: Unit "EA" shall mean "PER TEST"]
2
79907
-
Group of two or more piles up to 50 tonne Safe Capacity :
-
-
-
Initial Test (Test Load 2.5 times the Safe Capacity) [Note: Unit "EA" shall mean "PER TEST"]
2
173712
-
Routine Test (Test Load 1.5 times the Safe Capacity) [Note: Unit "EA" shall mean "PER TEST"]
2
102490
-
Lateral load testing of single pile in accordance with IS Code of practice IS:2911 (Part-IV) for determining safe allowable lateral load on pile :
-
-
-
Up to 50 tonne capacity pile. [Note: Unit "EA" shall mean "PER TEST"]
6
156341
-
Above 50 tonne and up to 100 tonne capacity pile. [Note: Unit "EA" shall mean "PER TEST"]
2
81992
-
Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS:14893 including surfa ce preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and hig h skill trained personal for conducting the test & submission of results, all complete as per directions of the Engineer-in-Charge. [Note: Unit "EA" shall mean "PER TEST"]
25
30475
-
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neopre ne gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural d rawings and the directions of the Engineer-in-Charge. [Note: Glazing, paneling and dash fasteners to be paid for separately] :
-
-
-
For fixed portion :
-
-
-
Powder coated aluminium (Minimum thickness of powder coating 50 micron)
827
489950
-
For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittin gs wherever required including the cost of EPDM rubber/ neoprene gasket required. [Note: Fittings shall be paid for separately] :
-
-
-
Powder coated aluminium (Minimum thickness of powder coating 50 micron)
647
458946
-
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket et c. complete as per the architectural drawings and directions of the Engineer-in-Charge. [Note: Cost of aluminium snap beading shall be paid in basic item] :
-
-
-
With float glass panes of 5.50 mm thickness
149
250794
-
Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS:6315, having brand logo embossed on the body/ plate with double spring mechanism and door weight up to 125 Kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per directions of the Engineer-in-Charge. :
-
-
-
With stainless steel cover plate minimum 1.25 mm thickness
32
100233
-
Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per d irections of the Engineer-in-Charge :
-
-
-
Powder coated (Minimum thickness 50 micron) aluminium tubular handle bar
32
23374
-
Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for al uminium doors including necessary cutting and making good etc. complete.
32
19051
-
Filling the gap in between Aluminium/ Stone/ Wood frame and adjacent RCC/ Brick/ Stone/ Wood/ Ceramic/ Gypsum work by providing weat her/ structural non-sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and directions of t he Engineer-in-Charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600 :
-
-
-
Up to 5 mm depth and 5 mm width
492
79908
-
Providing and fixing, on fixed glazing/ doors/ window panes, sun control film "HP NATURAL 35 SAFETY COMBINATION FILM-4Mil" of M/s. G ARWARE or approved equivalent make and shade, all complete as per manufacturer's specification and as per directions of the Engineer -in-Charge.
149
193968
-
Grading roof for water proofing treatment with :
-
-
-
Cement mortar 1:3 (1 cement : 3 coarse sand)
43
717940
-
Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflec tivity Index (SRI) of 105 on top of concrete roof in three coats @ 10.76 litre/10 sqm. One coat of self-priming of elastomeric water proofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thi ckness of complete application/ system not less than 500 microns). The operation shall be carried out after scrapping and properly c leaning the surface to remove loose particles with wire brushes, complete in all respect as per directions of the Engineer-in-Charge .
1388
749033
-
Supplying and using water proofing compound like CICO, PUDDLE or any other approved brand with Cement Plaster/ CC/ RCC complete in a ll respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the En gineer-in-Charge.
2164
354403
-
Boring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS:2800 (Part-I), including c ollecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all eq uipment, tools, plants & machineries required for the job, all complete as per directions of the Engineer-in-Charge, up to 90 metre depth below ground level :
-
-
-
All types of soil :
-
-
-
300 mm diameter
490
325925
-
Rocky strata including boulders :
-
-
-
300 mm diameter
140
222341
-
Supplying, assembling, lowering and fixing in vertical position in bore well, Un-plasticized PVC medium well casing (CM) pipe of req uired dia, conforming to IS:12818, including required hire and labour charges, fittings & accessories etc. all complete, for all dep ths, as per directions of the Engineer-in-Charge :
-
-
-
150 mm nominal size diameter
490
439455
-
Supplying, assembling, lowering and fixing in vertical position in bore well Un-plasticized P.V.C. medium well screen (RMS) pipes wi th ribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per d irections of the Engineer-in-Charge :
-
-
-
150 mm nominal size diameter
140
135627
-
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per directions of the Engineer-in-Charge.
29
49947
-
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulde rs, in required thickness, for all leads & lifts, all complete as per directions of the Engineer-in-Charge.
29
49947
-
Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per directions of the Engineer-in-Charge.
29
49947
-
Gravel packing in tubewell construction in accordance with IS:4097, including providing gravel fine/ medium/ coarse, in required gra ding & sizes as per actual requirement, all complete as per directions of the Engineer-in-Charge.
21
40835
-
Development of tube well in accordance with IS:2800 (Part-I) and IS:11189, to establish maximum rate of usable water yield without s and content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, including disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and directions of the Engineer-in-Charge. [Note: Unit "H" shall mean "PER HOUR"].
210
233829
-
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, remova ble as per requirement, all complete for borewell of :
-
-
-
150 mm diameter
7
1915
-
Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS:2800 (Part-I), including ne cessary bolts & nuts of required size complete. :
-
-
-
150 mm clamp
7
13540
-
Providing and fixing Bail plug/ Bottom plug of required diameter to the bottom of pipe assembly of tubewell as per IS:2800 (Part-I) :
-
-
-
150 mm diameter
7
2553
-
Supplying, providing, installation, testing & commissioning of sub-mersible pump-cum-motor of approved make capable of delivering 30 0 Litre Per Minute (LPM) to required head with starter, wiring from starter to motor and incoming feeder to starter including pipe w ith all attachment complete in all respects inclusive of cost of all labour, materials, tools, tackles, etc. as per drawings, specif ications and directions of the Engineer-in-Charge :
-
-
-
10.0 HP
7
1279001
-
Construction of open surface drain complete as per drawing including necessary excavation, refilling, disposal of surplus earth, pro viding and laying one layer of flat brick and cement concrete 1:3:6 (150 mm thick) at bottom, lining with brick masonry in cement mo rtar 1:4 (1 cement : 4 coarse sand), plastering exposed surface with 18 mm thick cement mortar 1:4 1:4 (1 cement : 4 coarse sand) wi th a floating coat of neat cement, rounding off corners etc. complete as per specification, drawing and directions of the Engineer-i n-Charge :
-
-
-
Providing and making Construction/ Contraction joint by mechanically cutting 12mm x 25mm deep groove and filling with bituminous sea ling compound including cleaning etc. complete as per drawing, specifications and directions of the Engineer-in-Charge.
1512
1056133
-
Providing and fixing 75mm diameter P.V.C. pipe (4 Kg/sq.cm) for Weep Holes in Masonry/ RCC wall including providing 230x230x230 mm s ize (approx.) filter using pebles of 40mm & down size in every weep hole on retaining side etc. complete in all respects inclusive o f cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge.
846
303157
-
Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by vo lume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts. [Note: Cost of manure, sludg e or extra good earth if needed shall be paid separately under relevant item of SOR].
-
-
-
Holes 1.2 m diameter and 1.2 m deep
50
23195
-
Holes 60 cm diameter and 60 cm deep
50
3034
-
Plantation of Trees, Shrubs and Hedges at site including watering and removal of unserviceable materials as per direction of the Eng ineer-in-Charge (excluding cost of plant & water):
-
-
-
Tree Plant
33
320
-
Shrub Plant
33
160
-
Hedge Plant/ Ground Cover
33
107
-
Supply and planting sapling (not less than 45 cm in height and 60 cm centre to centre) of Casurina, Labrum, Gulmohar, Ashokas, Bottl e Palm, Bougenvilla, Hibiscus, Roses or other approved type of variety of plants, watering & maintenance for 30 days minimum complet e in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engine er-in-Charge.
300
200732
-
Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm down size) mixed with approved brand of water proofing compound @ 1Kg/50 Kg bag of cement, in roof grading, coping, in bed concrete etc. at all heights & depths, including providing centering and shuttering, scaffolding, watering, curing, vibrating, etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer.
43
438498
-
Brick work with modular extruded brunt fly ash clay sewer bricks (Conforming to IS: 4885 ) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth : Cement mortar 1:4
1593.6
12127121
-
Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor fiv e level in : Cement mortar 1:4
1273
12485787
-
Half brick masonry with non modular fly ash bricks of class designation 10, conformingio IS :12894, in super structure above plinth and upto floor V level : Cement mortar 1 : 3 (1 cement : 3 coarse sand)
167
193635
-
MPPL - CSW Civil - SV ITC
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in widt h as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed b y the Engineer-in-Charge :
-
-
-
In all kinds of soil
289
68234
-
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
9
22821
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
-
-
-
1:4:8 [1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from n atural sources]
6
45102
-
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
264
97636
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level :
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more
20550
2227755
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concr ete work, using coarse aggregate as well as fine aggregate derived from natural sources and cement content as per approved design mi x, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, inc luding admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per directions of the Engineer-in-Charge. [Note : Cement content considered in this item is @ 3 30 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.] :
-
-
-
All works upto plinth level
68
706070
-
Extra for providing richer mixes at all floor levels. [Note: Excess/ less cement over the specified cement content used is payable/ recoverable separately] :
-
-
-
Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. [Note: Cement content considered in M-30 is @ 340 Kg/cum]
69
6248
-
Add for using extra cement in the items of design mix over and above the specified cement content therein. [Note: Unit "QN" shall me an "QUINTAL"]
35
30596
-
Supplying and providing non-shrinkable cement grout (SHRINKKOMP 20 or any other equivalent approved brand) for grouting holding down bolts in pocket holes for equipment foundation, including necessary surface preparation mixing of grout, curing as per manufacturer 's recommendation/ specification and directions of the Engineer-in-Charge. [Note: This item shall be operated under specific instruc tions of the Engineer-in-Charge]
555
46609
-
6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand)
32
9445
-
MPPL - CSW Civil - SS NON ITC
-
-
-
Earth work in surface excavation (not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan) in all kinds of soil including getting out and disposal of excavated earth up to all lead and lift, as directed by the Engineer-in-Charge.
13376
1607252
-
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in widt h as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed b y the Engineer-in-Charge :
-
-
-
In all kinds of soil
1099.2
259527
-
In Ordinary rock
23
10524
-
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms including getting out the excavated soil and disp osal of surplus excavated soil, all works up to any lead and lift, as directed by the Engineer-in-Charge :
-
-
-
In all kinds of soil
751
246003
-
In Ordinary rock
1112
647012
-
In Hard rock (where blasting is prohibited)
1112
1560079
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in d epth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5m.
528
150570
-
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
72
182574
-
Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material :
-
-
-
Filling the excavated earth to required grade, level & profile in low lying areas including watering, ramming, compacting at optimum moisture content to 90% of Proctor's density consolidation by rolling with 8 to 10 tonne power roller in layers not exceeding 20 c m thickness, including clearing the area by cutting of shrubs, bushes, grass, vegetation, debris etc. stacking and disposing out of plot area to an unobjectional area as directed by Engineer-in-Charge complete in all respects inclusive of cost of all labour, mate rials, tools, tackles etc. as per drawings, specifications and direction of the Engineer-in-Charge.
114
24093
-
Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor's own borrow areas including royalty, wit h all leads and lifts in low laying areas and filling to required grade and level including watering, compacting at optimum moisture content to 90% of Proctor's density, consolidation and rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm thic kness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
28978.6
15535699
-
Supplying all labour, materials, tools, chemicals, spray pumps etc. for making pre-constructional anti-termite treatment & creating a continuous chemical barrier under & all round the column pits, wall trenches, top surface of plinth filling, junction of wall & fl oor, along the exterior perimeter of the building, complete in all respects inclusive of cost of all labour, materials, tools, tackl es etc. as per drawings, specifications and direction of Site Engineer. [Note: Total plinth area of the building shall be measured for payment].
176
57365
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
-
-
-
1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from n atural sources]
105
925476
-
1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from n atural sources]
135
1097087
-
1:3:6 (1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from n atural sources)
15
119311
-
1:4:8 [1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from n atural sources]
243
1826631
-
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain w indow sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing :
-
-
-
1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from n atural sources]
2
22213
-
Centering and shuttering including strutting, propping etc. and removal of formwork for :
-
-
-
Foundations, footings, bases for columns
290
107252
-
Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natu ral sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources]
23
12509
-
Making plinth protection 50 mm thick of cement concrete 1:3:6 [1 cement : 3 coarse sand derived from natural sources : 6 graded ston e aggregate 20 mm nominal size derived from natural sources] over 75 mm thick bed of dry brick ballast 40 mm nominal size, well ramm ed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth, etc . complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direc tions of the Engineer-in-Charge.
55
43849
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishi ng and reinforcement - All work up to plinth level :
-
-
-
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
793.4
293427
-
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
2421.5
1915638
-
Suspended floors, roofs, landings, balconies and access platform
230
206961
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
896
642213
-
Columns, Pillars, Piers, Abutments, Posts and Struts
1667
1587987
-
Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anc hor blocks and the like.
314
116128
-
Casting, supplying and erecting in position precast reinforced cement concrete elements (with proper lifting lugs) for trench & drai n covers, shelves, partitions, post, slabs etc. for all leads and levels including making necessary moulds, vibrating, tamping, cur ing, finishing the top surface with cement mortar 1:3 (1 cement : 3 fine sand) to give a smooth and even surface, transportation to Site, aligning and fixing in position with cement mortar 1:3 (1 cement: 3 find sand,) including making recess in brick wall for pla cing the precast element in position and making good the same etc. complete in all respects inclusive of cost of all labour, materia ls, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. [Note: Payment for Reinforcement s hall be made as per relevant item of SOR.] :
-
-
-
With cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm nominal size).
5
92378
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level :
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more
94053.6
10196030
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above pl inth level :
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500 D or more
20908.2
2266586
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concr ete work, using coarse aggregate as well as fine aggregate derived from natural sources and cement content as per approved design mi x, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, inc luding admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per directions of the Engineer-in-Charge. [Note : Cement content considered in this item is @ 3 30 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.] :
-
-
-
All works upto plinth level
957
9936900
-
All works above plinth level upto floor V level
193
2355701
-
Extra for providing richer mixes at all floor levels. [Note: Excess/ less cement over the specified cement content used is payable/ recoverable separately] :
-
-
-
Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. [Note: Cement content considered in M-30 is @ 340 Kg/cum]
1150
104136
-
Add for using extra cement in the items of design mix over and above the specified cement content therein. [Note: Unit "QN" shall me an "QUINTAL"]
575
502653
-
Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
248
18963
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in :
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand)
14
115901
-
Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in superstructure above plinth level up to fl oor V level in all shapes and sizes in :
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand)
8
81113
-
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :
-
-
-
Cement mortar 1:3 (1 cement : 3 coarse sand)
181
187591
-
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level :
-
-
-
Cement mortar 1:3 (1 cement :3 coarse sand)
3
3726
-
Providing and laying autoclaved aerated cement blocks masonry with 150 mm/ 230 mm/ 300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive m ortar all complete as per directions of Engineer-in-Charge. [Note: The payment of RCC band and reinforcement shall be made for seper ately].
8
68937
-
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut Granite (of any colour and s hade) for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour an d texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matc hing pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels :
-
-
-
Area of slab up to 0.50 sqm
4
21902
-
Providing and fixing first quality ceramic glazed wall tiles conforming to IS:15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by the Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey ce ment slurry @ 3.3 Kg/sq.m., including pointing in white cement mixed with pigment of matching shade complete.
21
28091
-
Providing and laying Burnt Terracota Tiles 12 mm thick for facia, over walls, sloping RCC Roofs etc. at all levels and locations lai d over and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same colour as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specifications and d irections of the Engineer-in-Charge.
45
99524
-
Providing and fixing 12 mm thick Elevational Brick Tiles for facia, vertical face of walls, etc. at all levels and locations laid ov er and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same colo ur as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specification and direct ions of the Engineer-in-Charge.
37
62098
-
Providing and fixing ISI marked flush door shutters conforming to IS:2202 (Part I) non-decorative type, core of block board construc tion with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face vene ers on both faces of shutters :
-
-
-
35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
2
4899
-
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrange ments for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27. 5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS:4454 (Part-1) and M.S. top co ver of required thickness for rolling shutters :
-
-
-
80 x 1.25 mm M.S. laths with 1.25 mm thick top cover
14
53515
-
Providing and fixing ball bearing for rolling shutters.
4
2180
-
Supplying and fixing circular/ hexagonal M.S. Sheet ceiling fan box with clamp, 140 mm internal diameter, 73 mm height, 3 mm thick r im bottom, and top lid of 1.5 mm thick, M.S. sheet lids shall be screwed into the M.S. box by means of 3.0 mm diameter round headed screws, clamp shall be made of 12 mm diameter M.S. bar bent to shape as per standard drawings with over all length as 80 cm complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of t he Engineer-in-Charge.
4
894
-
Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, cl addings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cut ting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. including pre paration of detailed fabrication drawings & submission to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with two coats of epoxy paint "EPILUX 155 High Build Enamel over a coat of "EPILUX 610" Primer of M/s BERGER or any other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of conc rete work).
1
151303
-
Supplying, fabricating and fixing M.S. structural steel work made of joists, tubes, pipes, channels, angles, plates, flats, bars etc ., for struts, chain link fencing posts as per drawing including gate, ladders, safety grills, walkways, collapsible gate, signboar ds, supports for cable trench, making slots for barbed line, wire hoisting, placing in position, embedding in concrete, applying two coats of epoxy paint "EPILUX 155" High Build Enamel over a coat of EPILUX 610 Primer of M/s Berger or any other approved equivalen t make as per manufacturer’s recommendation, complete in all respect including cutting to required size welding of joints, fixing a nchor plates,bolts, theading, nuts, washers, sleeves etc. and necessary lettering of approved pattern on main gate, signboards etc.c omplete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directio ns of the Engineer-in-Charge. (excluding the cost of concrete work).
7
1027472
-
Supplying, fitting and fixing hot dip galvinised barbed line wire through holes in fencing posts (already made in the body of the po st), tightening and fixing the wire in tight condition with straining bolts (straining bolts at end post) including the cost of cutt ing and lapping joints, making holes, straining bolts, galvanised staples, binding wires etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
2200
1468920
-
Supplying and placing in position 5.0 mm thick steel chequered plates over cable ducts, valve pits etc. including provision for lift ing arrangements complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifica tions and directions of the Engineer-in-Charge.
87
555811
-
Supplying, fitting and fixing punched tape concertina spiral coil of 50 turns per coil having core wire of 2.6 mm diameter made of h igh carbon spring steel of high tensile strength as per IS:4454 (Part-I, Grade-II) having minimum galvanising coating thickness equi valent to 230 grams per square metre and low carbon steel strip of 0.5 mm thickness having a series of barbes punched all along the length on both sides of the strip at regular interval as per IS:513, DD quality having minimum galvanising coating thickness of 12 m icrons. Hardness of tape should be between 137-180 VPN (Victor Penetration Number). The coil should be clipped sufficiently at regul ar intervals. The coil should not be stretched for more than 6.0 m length and the minimum diameter of the coil in the closed conditi on should not be less than 600 mm complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per dr awings, specifications and directions of the Engineer-in-Charge.
550
319496
-
Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 la id to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labo ur, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
748.9
605910
-
Providing and laying 52 mm thick cement concrete flooring with metallic hardner topping, under layer of 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer of 12 mm thick metallic concrete hardne r consisting of mix 1:2 (1 cement : 2 stone aggregate 6 mm nominal size) by volume with which metallic hardening compound such as IR ONITE NO. 1 of IRONITE CO. OF INDIA LTD. or aproved equivalent mixed in the ratio 4:1 (4 parts of cement : 1 part of metallic floor hardening compound of approval quality) by weight, inclusive of cost of finishing, labour, material, equipment, etc. as per specific ations and directions of the Engineer-in-Charge.
30
38382
-
Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make & colour using acid and/or alkali resisting mor tar bedding and filling joints with acid and/or alkali resisting cement as per IS:4457, all complete as per specifcations and direct ions of the Engineer-in-Charge :
-
-
-
In flooring on a bed of 10 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) :
16
31056
-
In dado/ skirting on 12 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) :
24
50096
-
Providing and laying Polished Granite stone slab (Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent) flooring in required de sign and patterns, in linear as well as curvilinear portions of the building, all complete as per the architectural drawings, with 1 8 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. al l complete as specified and as directed by the Engineer-in-Charge.
22
100733
-
Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigmen t to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse san d) :
160
318224
-
Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cemen t: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and poli shing complete.
30
70502
-
Providing and laying ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of first quality conforming to IS:15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including pointing the joints with white cement and mat ching pigment, etc. complete.
12
14441
-
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the Manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 ce ment : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joints with white cement and matching pigments etc., complete :
-
-
-
Size of Tile 600x600 mm
15
29223
-
Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to IS:15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of c ement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joint with white cement & matching pigments etc. complete :
-
-
-
Size of Tile 600x600 mm
5
10035
-
Providing gola 75x75 mm (in 75x75 mm deep chase) in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and do wn gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design.
60
18481
-
Making Khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggr egate of 20 mm nominal size) over P.V.C. sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse s and) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
8
2534
-
Providing and fixing on wall face Unplasticised Rigid PVC (uPVC) rainwater pipes (110 mm diameter, single socketed) conforming to IS :13592 Type-A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion.
112
44358
-
Providing and fixing on wall face Unplasticised-PVC (UPVC) moulded fittings/ accessories for Un-plasticised Rigid PVC rainwater pipe s conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion :
-
-
-
Coupler (110 mm)
16
2447
-
Single Push-fit Coupler (110 mm)
16
2252
-
Bend- 87.5 Degrees (110 mm)
16
2697
-
Shoe - Plain (110 mm)
16
2363
-
15 mm cement plaster on the rough side of single or half brick wall of mix :
-
-
-
1:6 (1 cement : 6 fine sand)
991
376797
-
15 mm cement plaster on rough side of single or half brick wall of mix :
-
-
-
1:6 (1 cement : 6 coarse sand)
100
39456
-
12 mm cement plaster finished with a floating coat of neat cement of mix :
-
-
-
1:4 (1 cement : 4 fine sand)
666
283836
-
18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).
1977
1024942
-
6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand)
3488
1029577
-
Neat cement punning.
582
47413
-
Providing & fixing galvanized chicken wire net 20 Gauge, 20 mm mesh size in plastering work at the junction of RCC Columns/ Beams & brickwork as directed by the Engineer-in-Charge.
224
62395
-
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
-
-
-
Water thinnable cement primer
5593
435648
-
Finishing walls with water proofing cement paint of required shade :
-
-
-
New work (Two or more coats applied @ 3.84 Kg/10 sqm)
4685
554986
-
Finishing walls with textured exterior paint of required shade :
-
-
-
New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
758
228323
-
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
-
-
-
Two or more coats on new work
10
1578
-
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wa ll surface to prepare the surface even and smooth complete.
908
135740
-
Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 gra ms/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour :
-
-
-
Two coats
908
134283
-
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obta ined. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] :
-
-
-
Preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the s ub grade and disposal of surplus earth with lead up to 50 metres.
1836
373652
-
Providing and laying design mix reinforced cement concrete of M-30 grade in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specifi ed design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading, levelling to required s lope/ camber and compacting mechanically by using screed board vibrators, vaccum dewatering process and finally finishing in require d texture by floating & brooming with wire brush, including steel form work with sturdy M.S. channel sections, curing, making provis ion for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing ex pansion joints as per drawing including dowel cap, sponge, sealing tape, bitumen painting, debonding tape and filling joints with ap proved joint filler and sealants, complete all as per direction of the Engineer-in-Charge. [Notes: (1) Item of joint fillers, sealan ts, dowel bars with sleeve/ tie bars to be paid separately. (2) The item rate is inclusive of cost of dowel cap, sponge, sealing tap e, bitumen painting, debonding tape. (3) Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design m ix is payable/ recoverable separately].
-
-
-
Cement concrete prepared with batch mixing machine
188
2136379
-
Providing and fixing in position pre-moulded joint filler in expansion joints. [Note: Unit "CM" shall mean "PER CENTIMETRE DEPTH PER CENTIMETRE WIDTH PER METRE LENGTH"].
2344
9431
-
Providing and laying in position bitumen hot sealing compound for expansion joints etc. :
-
-
-
Using Grade 'A' sealing compound. [Note: Unit "CM" shall mean "PER CENTIMETRE DEPTH PER CENTIMETRE WIDTH PER METRE LENGTH"].
313
1340
-
Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS :164, on bituminous surface in white/ yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign mate rial etc. complete :
-
-
-
New work (Two or more coats)
38
10654
-
Supplying and fixing Road Hump of minimum size 350 mm width x 50 mm thick made of Carbon Black mixed Rubber with Additive of LDPE fo r reinforcement & UV resistant colouring agent of black & yellow colour with 4 reflective glass beads, of weight not less than 16 Kg /metre, and capacity to withstand minimum 35 tonne weight (moving vehicle load) including cleaning the road surface of all dirt, sca les, oil, grease and foreign material etc. and fixing the hump on the Road top as per manufactures specifications with necessary fas teners complete in all respects inclusive of cost of all labour, materials, fasteners, tools, tackles etc. as per specification and directions of the Engineer-in-Charge.
25
82797
-
Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thicknes s with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per s pecifications and directions of the Engineer-in-Charge :
-
-
-
With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
125
408610
-
Providing and laying factory made chamfered edge interlocking Cement Concrete paver blocks in foot path, park & lawns driveway or li ght & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in req uired colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver b locks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & directions of the Engineer-in-Charge :
-
-
-
60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern.
1445
1659897
-
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thi ckness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc . as per directions of the Engineer-in-Charge. [Notes: (1) Length of finished kerb edging shall be measured for payment. (2) Precast C.C. kerb stones shall be approved by the Engineer-in-Charge.]
34
369759
-
Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS:7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :
-
-
-
W.C. pan with ISI marked white solid plastic seat and lid.
1
6830
-
Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I cl amps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
-
-
-
One urinal basin with 5 litre white P.V.C. automatic flushing cistern
1
6468
-
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, includ ing painting of fittings and brackets, cutting and making good the walls wherever require :
-
-
-
White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap
2
6518
-
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete :
-
-
-
Flexible Pipe :
-
-
-
32 mm diameter
2
262
-
Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board grou nd fixed to wooden cleats with C.P. brass screws and washers complete.
2
3331
-
Providing and fixing toilet paper holder :
-
-
-
C.P. Brass (Ref. Make: JAQUAR, Model: Cat. No.-1151 or approved equivalent).
1
757
-
Providing and fixing soil, waste and vent pipes :
-
-
-
100 mm diameter :
-
-
-
Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS:3989
5
7090
-
Providing and fixing the following washroom fittings, complete in all respects; inclusive of cost of all materials, labour, tools, t ackles etc. as per specifications and directions of the Engineer-in-Charge :
-
-
-
Stainless steel liquid soap container (spring loaded push type) with lid and brackets fixed to P.V.C. cleats with C.P. brass screws, etc.
2
5218
-
C.P. brass double coat hook (Ref. Make: JAQUAR, Model: Cat. No. 1161 or approved equivalent).
2
2659
-
Internal Work - Exposed on wall: 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. Th is includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per directions of the E ngineer-in-Charge :
-
-
-
15 mm nominal outer dia pipes
5
1568
-
20 mm nominal outer dia pipes
5
1992
-
Internal Work - Concealed in wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for ho t & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This i ncludes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same inclu ding testing of joints complete as per directions of the Engineer-in-Charge :
-
-
-
15 mm nominal dia pipes
15
7978
-
20 mm nominal dia pipes
15
9312
-
External Work: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water suppl y including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, t renching, refilling & testing of joints complete as per directions of the Engineer-in-Charge :
-
-
-
50 mm nominal dia pipes
125
128481
-
100 mm nominal dia pipes
90
324797
-
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
-
-
-
20 mm nominal bore
2
1195
-
25 mm nominal bore
2
1290
-
32 mm nominal bore
2
1509
-
Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms :
-
-
-
15 mm nominal bore
2
1606
-
Providing and fixing 15mm diameter C.P. brass tap as per following with C.P. brass flange including cutting & making good the walls wherever required, etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specificatio ns and directions of the Engineer-in-Charge :
-
-
-
Bib Cock (Ref. Make: JAQUAR, Model: Cat. No. 0021 or approved equivelent)
4
7592
-
Providing and fixing 15mm diameter C.P. brass angle valve as per following with C.P. copper connecting pipe 375mm long or as require d including nuts, washers, C.P. brass flange, etc. including cutting & making good the walls wherever required, etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Ch arge :
-
-
-
Angle Valve (Ref. Make: JAQUAR, Model: Cat. No. 0053 or approved equivalent)
4
7844
-
Providing and fixing 15mm diameter C.P. brass stop cock with wall flange (Ref. Make: JAQUAR, Model: Cat. No. 0933 or approved equiva lent), male end with C.P. copper connecting pipe 375mm long or as required including nuts, washers, C.P. brass flange etc. including cutting & making good the walls wherever required complete in all respects inclusive of cost of all materials, labour, tools, tackl es etc. as per specifications and directions of the Engineer-in-Charge.
4
8118
-
Providing & fixing Angle Valve (Ref. Make: JAQUAR, Model: Cat. No. 563 or approved equivalent) and Health Faucet with flexible tube 8mm diameter x 1.5 m long (Ref. Make: JAQUAR, Model: Cat. No. 549 or approved equivalent).
1
3642
-
Providing and fixing rectangular high density polyethylene water storage loft tank with cover (Ref. Make: SINTEX or approved equival ent), conforming to ISI:12701, colour of opaque white or as approved by the Engineer-in-Charge. The rate includes making necessary h oles for inlet, outlet & overflow pipes. The base support including fittings & fixtures for tank shall be paid separately.
500
5711
-
Providing, laying and jointing glazed stoneware pipes Class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cem ent : 1 fine sand) including testing of joints etc. complete :
-
-
-
100 mm diameter
132
54335
-
150 mm diameter
15
9741
-
200 mm diameter
15
15468
-
250 mm diameter
15
22858
-
Providing and fixing square mouth S.W. gully trap class SP-1 complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside dimension). The brick masonary chamber shall be constructed with common burnt clay F.P. S. (Non-modular) bricks of class designation 7.5. [Note: Weight of the cover shall not less than 4.50 kg and weight of the frame sha ll not be less than 2.70 kg as per standard design] :
-
-
-
100x100 mm size P-type
4
11981
-
Providing and laying non-pressure NP-2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in t he proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
-
-
-
250 mm dia. R.C.C. pipe
20
19590
-
300 mm dia. R.C.C. pipe
20
22426
-
450 mm dia. R.C.C. pipe
200
361644
-
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of ceme nt mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
-
-
-
450 mm dia R.C.C. pipes
25
75431
-
Constructing brick masonry chamber for underground C.I. inspection chamber and bends with common burnt clay F.P.S. (Non-modular) bri cks of class designation 7.5 in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 Kg and weight of frame 15 Kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cemen t : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :
-
-
-
Inside dimensions 455x610 mm and 45 cm deep for single pipeline :
1
7870
-
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diam eter, 1.8 m long complete as per standard design :
-
-
-
With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5
1
32820
-
Constructing brick masonry Septic Tank with brickwork in cement mortar 1:6 including R.C.C. 1:2:4 (1 cement : 2 sand : 4 graded coar se aggregate) top slab, C.I. cover all as per standard drawing, etc. complete in all respects inclusive of cost of all materials, la bour, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge :
-
-
-
For 10 Users
1
158411
-
Constructing percolation pit of size 3.0m diameter and 2.0m deep, filled with 40 mm size brick ballast including providing suitable pre-cast RCC covers with lifting lugs, laying of 150mm diameter x 5.0m long U.P.V.C. pipe embedded in pit/ outlet pipe all complete as per specification and directions of the Engineer-in-Charge.
1
101270
-
Providing and fixing self cleaning S.C.I. heavy quality Floor/ Nahani trap with 100mm diameter inlet and 100mm diameter outlet, 125m m C.P. brass grating (heavy type) with or without vent arm including cost of cutting and making good the walls and floors, jointing with lead caulked joints, connecting with waste water pipe etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
4
8129
-
Providing and fixing 32mm diameter (Nominal Bore) brass ball valve of approved quality complete with high pressure copper floats, co mplete in all respects inclusive of cost of all materials, labour, tools, tackles, etc. complete as per specifications and direction s of the Engineer-in-Charge.
1
7477
-
Construction of second class brick masonary open surface drain (Size: 200mm wide & 200mm average depth) in cement mortar 1:4 laid ov er a bed of 150mm thick cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including mak ing haunches and providing 15mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside and its top and exposed surfaces, including excavatioin, disposal of the surplus earth up to any lead and lift as per standard desi gn and drawing, complete in all respects inclusive of cost of all labour, materials, carriages, excavation and refilling, curing etc ., as per specifications and directions of the Engineer-in-Charge.
318
752716
-
Constructing Brick Masonary catch pit in cement mortar 1:4 (1 cement : 4 coarse sand) including necessary excavation, 200mm thick fo undation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm size) and inside and top plastering (15mm thic k) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement making necessary connections to dr ains inclusive of all labour, material, equipment, etc., all complete as per drawing, specifications and directions of the Engineer -in-Charge :
-
-
-
1000mm x 1000mm x depth up to 1200mm inner dimensions.
1
30098
-
750mm x 750mm x depth up to 1000mm inner dimensions
3
59798
-
600mm x 600mm x depth up to 750mm inner dimensions
11
172346
-
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neopre ne gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural d rawings and the directions of the Engineer-in-Charge. [Note: Glazing, paneling and dash fasteners to be paid for separately] :
-
-
-
For fixed portion :
-
-
-
Powder coated aluminium (Minimum thickness of powder coating 50 micron)
104
61614
-
For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittin gs wherever required including the cost of EPDM rubber/ neoprene gasket required. [Note: Fittings shall be paid for separately] :
-
-
-
Powder coated aluminium (Minimum thickness of powder coating 50 micron)
81
57456
-
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket et c. complete as per the architectural drawings and directions of the Engineer-in-Charge. [Note: Cost of aluminium snap beading shall be paid in basic item] :
-
-
-
With float glass panes of 5.50 mm thickness
19
31980
-
Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS:6315, having brand logo embossed on the body/ plate with double spring mechanism and door weight up to 125 Kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per directions of the Engineer-in-Charge. :
-
-
-
With stainless steel cover plate minimum 1.25 mm thickness
4
12529
-
Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per d irections of the Engineer-in-Charge :
-
-
-
Powder coated (Minimum thickness 50 micron) aluminium tubular handle bar
4
2921
-
Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for al uminium doors including necessary cutting and making good etc. complete.
4
2381
-
Filling the gap in between Aluminium/ Stone/ Wood frame and adjacent RCC/ Brick/ Stone/ Wood/ Ceramic/ Gypsum work by providing weat her/ structural non-sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and directions of t he Engineer-in-Charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600 :
-
-
-
Up to 5 mm depth and 5 mm width
62
10069
-
Providing and fixing, on fixed glazing/ doors/ window panes, sun control film "HP NATURAL 35 SAFETY COMBINATION FILM-4Mil" of M/s. G ARWARE or approved equivalent make and shade, all complete as per manufacturer's specification and as per directions of the Engineer -in-Charge.
19
24734
-
Grading roof for water proofing treatment with :
-
-
-
Cement mortar 1:3 (1 cement : 3 coarse sand)
8
133570
-
Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflec tivity Index (SRI) of 105 on top of concrete roof in three coats @ 10.76 litre/10 sqm. One coat of self-priming of elastomeric water proofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thi ckness of complete application/ system not less than 500 microns). The operation shall be carried out after scrapping and properly c leaning the surface to remove loose particles with wire brushes, complete in all respect as per directions of the Engineer-in-Charge .
230
124119
-
Supplying and using water proofing compound like CICO, PUDDLE or any other approved brand with Cement Plaster/ CC/ RCC complete in a ll respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the En gineer-in-Charge.
341
55846
-
Boring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS:2800 (Part-I), including c ollecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all eq uipment, tools, plants & machineries required for the job, all complete as per directions of the Engineer-in-Charge, up to 90 metre depth below ground level :
-
-
-
All types of soil :
-
-
-
300 mm diameter
70
46560
-
Rocky strata including boulders :
-
-
-
300 mm diameter
20
31763
-
Supplying, assembling, lowering and fixing in vertical position in bore well, Un-plasticized PVC medium well casing (CM) pipe of req uired dia, conforming to IS:12818, including required hire and labour charges, fittings & accessories etc. all complete, for all dep ths, as per directions of the Engineer-in-Charge :
-
-
-
150 mm nominal size diameter
70
62779
-
Supplying, assembling, lowering and fixing in vertical position in bore well Un-plasticized P.V.C. medium well screen (RMS) pipes wi th ribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per d irections of the Engineer-in-Charge :
-
-
-
150 mm nominal size diameter
20
19375
-
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per directions of the Engineer-in-Charge.
4
6889
-
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulde rs, in required thickness, for all leads & lifts, all complete as per directions of the Engineer-in-Charge.
4
6889
-
Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per directions of the Engineer-in-Charge.
4
6889
-
Gravel packing in tubewell construction in accordance with IS:4097, including providing gravel fine/ medium/ coarse, in required gra ding & sizes as per actual requirement, all complete as per directions of the Engineer-in-Charge.
3
5833
-
Development of tube well in accordance with IS:2800 (Part-I) and IS:11189, to establish maximum rate of usable water yield without s and content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, including disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and directions of the Engineer-in-Charge. [Note: Unit "H" shall mean "PER HOUR"].
30
33404
-
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, remova ble as per requirement, all complete for borewell of :
-
-
-
150 mm diameter
1
273
-
Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS:2800 (Part-I), including ne cessary bolts & nuts of required size complete. :
-
-
-
150 mm clamp
1
1934
-
Providing and fixing Bail plug/ Bottom plug of required diameter to the bottom of pipe assembly of tubewell as per IS:2800 (Part-I) :
-
-
-
150 mm diameter
1
364
-
Supplying, providing, installation, testing & commissioning of sub-mersible pump-cum-motor of approved make capable of delivering 30 0 Litre Per Minute (LPM) to required head with starter, wiring from starter to motor and incoming feeder to starter including pipe w ith all attachment complete in all respects inclusive of cost of all labour, materials, tools, tackles, etc. as per drawings, specif ications and directions of the Engineer-in-Charge :
-
-
-
10.0 HP
1
182714
-
Construction of open surface drain complete as per drawing including necessary excavation, refilling, disposal of surplus earth, pro viding and laying one layer of flat brick and cement concrete 1:3:6 (150 mm thick) at bottom, lining with brick masonry in cement mo rtar 1:4 (1 cement : 4 coarse sand), plastering exposed surface with 18 mm thick cement mortar 1:4 1:4 (1 cement : 4 coarse sand) wi th a floating coat of neat cement, rounding off corners etc. complete as per specification, drawing and directions of the Engineer-i n-Charge :
-
-
-
Providing and making Construction/ Contraction joint by mechanically cutting 12mm x 25mm deep groove and filling with bituminous sea ling compound including cleaning etc. complete as per drawing, specifications and directions of the Engineer-in-Charge.
757
528765
-
Providing and fixing 75mm diameter P.V.C. pipe (4 Kg/sq.cm) for Weep Holes in Masonry/ RCC wall including providing 230x230x230 mm s ize (approx.) filter using pebles of 40mm & down size in every weep hole on retaining side etc. complete in all respects inclusive o f cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge.
366
131153
-
Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by vo lume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts. [Note: Cost of manure, sludg e or extra good earth if needed shall be paid separately under relevant item of SOR].
-
-
-
Holes 1.2 m diameter and 1.2 m deep
50
23195
-
Holes 60 cm diameter and 60 cm deep
50
3034
-
Plantation of Trees, Shrubs and Hedges at site including watering and removal of unserviceable materials as per direction of the Eng ineer-in-Charge (excluding cost of plant & water):
-
-
-
Tree Plant
33
320
-
Shrub Plant
33
160
-
Hedge Plant/ Ground Cover
33
107
-
Supply and planting sapling (not less than 45 cm in height and 60 cm centre to centre) of Casurina, Labrum, Gulmohar, Ashokas, Bottl e Palm, Bougenvilla, Hibiscus, Roses or other approved type of variety of plants, watering & maintenance for 30 days minimum complet e in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engine er-in-Charge.
200
133821
-
Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm down size) mixed with approved brand of water proofing compound @ 1Kg/50 Kg bag of cement, in roof grading, coping, in bed concrete etc. at all heights & depths, including providing centering and shuttering, scaffolding, watering, curing, vibrating, etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer.
7
71383
-
Brick work with modular extruded brunt fly ash clay sewer bricks (Conforming to IS: 4885 ) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth : Cement mortar 1:4
188.2
1432181
-
Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor fiv e level in : Cement mortar 1:4
326
3197460
-
Half brick masonry with non modular fly ash bricks of class designation 10, conformingio IS :12894, in super structure above plinth and upto floor V level : Cement mortar 1 : 3 (1 cement : 3 coarse sand)
21
24349
-
MPPL - CSW Civil - SS ITC
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in widt h as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed b y the Engineer-in-Charge :
-
-
-
In all kinds of soil
442
104358
-
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
24
60858
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
-
-
-
1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from n atural sources]
11
89392
-
1:4:8 [1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from n atural sources]
7
52619
-
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
204
75446
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level :
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more
7831
848932
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concr ete work, using coarse aggregate as well as fine aggregate derived from natural sources and cement content as per approved design mi x, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, inc luding admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per directions of the Engineer-in-Charge. [Note : Cement content considered in this item is @ 3 30 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.] :
-
-
-
All works upto plinth level
48
498402
-
Extra for providing richer mixes at all floor levels. [Note: Excess/ less cement over the specified cement content used is payable/ recoverable separately] :
-
-
-
Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. [Note: Cement content considered in M-30 is @ 340 Kg/cum]
48
4346
-
Add for using extra cement in the items of design mix over and above the specified cement content therein. [Note: Unit "QN" shall me an "QUINTAL"]
24
20980
-
Supplying and providing non-shrinkable cement grout (SHRINKKOMP 20 or any other equivalent approved brand) for grouting holding down bolts in pocket holes for equipment foundation, including necessary surface preparation mixing of grout, curing as per manufacturer 's recommendation/ specification and directions of the Engineer-in-Charge. [Note: This item shall be operated under specific instruc tions of the Engineer-in-Charge]
563
47281
-
Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, cl addings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cut ting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. including pre paration of detailed fabrication drawings & submission to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with two coats of epoxy paint "EPILUX 155 High Build Enamel over a coat of "EPILUX 610" Primer of M/s BERGER or any other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of conc rete work).
1
151303
-
Supplying and placing in position 5.0 mm thick steel chequered plates over cable ducts, valve pits etc. including provision for lift ing arrangements complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifica tions and directions of the Engineer-in-Charge.
11
70275
-
Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 la id to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labo ur, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
72
58252
-
15 mm cement plaster 1:2 (1 cement : 2 stone dust) on the rough side of single or half brick wall.
39
17431
-
6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand)
14
4132
-
6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams.
23
9008
-
Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm down size) mixed with approved brand of water proofing compound @ 1Kg/50 Kg bag of cement, in roof grading, coping, in bed concrete etc. at all heights & depths, including providing centering and shuttering, scaffolding, watering, curing, vibrating, etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer.
1
10197
-
Brick work with modular extruded brunt fly ash clay sewer bricks (Conforming to IS: 4885 ) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth : Cement mortar 1:4
8
60879
-
MPPL - CSW GEOTECHNICAL INVESTIGATION
-
-
-
Carrying out contour survey and developing the contour map with level at 10 M c/c and contours at 0.5 M interval including staking a nd marking of plot boundary and development of drawings as per specification and direction of Engineer-in-Charge complete in all res pects. Note: This also includes setting/fixing and construction of Permanent Reference Pillar (Bench Mark) with erection of insert p late, engraving coordinates and levels etc. all complete as per direction of Engineer-in-charge. Note: The item also includes furnis hing of High Flood Level of the area.
50000
124490
-
"Deployment & Erection of Boring craft & Rig in each borehole location as per specifications, SCC, Scope of work and direction of En gineer in-charge. Note: i) Boring depth shall be measured from Ground Level/River Bed level. Depth of actual soil strata bored / rock strata drilled shall be considered for payment. ii) Mere deployment of rig/ boring/drilling in river bed will not be considered as deployment / boring/drilling ""in water"" unless it is actually carried out in water. iii) Rate shall be inclusive of grouting back the boreholes as specified including cost for material, equipments and labour. iv) Core recovery 25 % shall be designated as rock v) Recording of rock core characterstics shall be as per specification."
-
-
-
In Land
22
59167
-
"Conducting Boring at Site in soil, Depth from GL/Bed level as per specifications, SCC, Scope of work and direction of Engineer in-c harge. Note: i) Boring depth shall be measured from Ground Level/River Bed level. Depth of actual soil strata bored / rock strata drilled shall be considered for payment. ii) Mere deployment of rig/ boring/drilling in river bed will not be considered as deployment / boring/drilling ""in water"" unless it is actually carried out in water. iii) Rate shall be inclusive of grouting back the boreholes as specified including cost for material, equipments and labour. iv) Core recovery 25 % shall be designated as rock v) Recording of rock core characterstics shall be as per specification."
-
-
-
In Land
320
475836
-
"Drilling through rock with Nx size double tube core barrel upto a depth as specified in SCC below GL/bed level using TC bit/diamon d bit as per specifications, SCC, Scope of work and direction of Engineer in-charge. Note: i) Boring depth shall be measured from Ground Level/River Bed level. Depth of actual soil strata bored / rock strata drilled shall be considered for payment. ii) Mere deployment of rig/ boring/drilling in river bed will not be considered as deployment / boring/drilling ""in water"" unless it is actually carried out in water. iii) Rate shall be inclusive of grouting back the boreholes as specified including cost for material, equipments and labour. iv) Core recovery 25 % shall be designated as rock v) Recording of rock core characterstics shall be as per specification."
-
-
-
In Land
20
44970
-
Standard Peneteration Test at different depth as per specifications,SCC, Scope of work and direction of Engineer in-charge.
150
10159
-
Plate Load Test
1
39359
-
Trial Pits
27
10168
-
Collection of undisturbed samples at different depth as per specifications, SCC, Scope of work and direction of Engineer in-charge.
90
4651
-
Collection of disturbed samples at different depth as per specifications, SCC, Scope of work and direction of Engineer in-charge.
113
3662
-
Collection of Ground water samples & its chemical analysisas per specifications,SCC, scope of work and direction of Engineerin-charg e (only for Stations)
2
809
-
Laboratory Tests
-
-
-
(i) Particle Size Distribution
-
-
-
(a) Sieve analysis.
100
6520
-
(b) Hydrometer analysis
50
2628
-
(ii) Atterberg limits.
90
5666
-
(iii) Natural moisture content.
90
1036
-
(iv) Bulk density of soil
90
805
-
(v) Dry density of soil
90
795
-
(vi) Specific Gravity
50
1929
-
(vii) Direct Shear Test
50
2947
-
(viii) Triaxial Shear Test (UD)
70
4574
-
(ix) Permeability Test
20
1261
-
(x) Consolidation Test
20
1407
-
(xi) Unconfined Compression Test
20
1055
-
(xii) Swelling Pressure Test
20
1005
-
(xiii) Free Swell Index Test
20
1104
-
(xiv) Shrinkage Limit Test
20
1302
-
(xv) Uniaxial compressive strength of rock sample
20
1683
-
(xvi) Specific gravity test of rock sample
20
1764
-
(xvii) California Bearing Ratio - Soaked
1
3189
-
(xviii) California Bearing Ratio -UnSoaked
1
1496
-
(xix) Chemical Analysis
1
617
-
Preparation and Submission of Soil investigation report for HDD locations & stations including transfering the route alignment at si te for fixing of bore hole points, preparation and submission of crossing profile of rivers, canals and water bodies, preparation an d submission of plans and drawings, hydrological data of rivers, canals and water bodies all complete as per specifications, SCC, Scope of work and direction of Engineer in-charge.
1
100034
-
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