Kochi Metro Rail Limited Tender
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Contact
Tender Id
2018_KMRL_382511_1Tender No
CSML/Main Road/RFP/002Tender Authority
Kochi Metro Rail Limited ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
2.4.2.A : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres br
Cement Concrete Grade M-15 & M-20 - By Mechanical Means br
5512.47
-
-
2.4.4.B : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres br Dismantling Stone Masonry - Rubble stone masonry in cement mortar.br
51
-
-
2.1.1 : Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit.br Girth from 300 mm to 600 mm
25
-
-
2.1.2 : Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. br Girth from 600 mm to 900 mm
10
-
-
Drain, TRench and foot path in MoRTH Items
-
-
-
od51999/2018_2019 : Drain cleaning using scavengers for existing drain including removal of all depositted silt and conveying the removed earth to dumping site.
53414.59
-
-
3.10 : Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000 metres, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections.
120
-
-
15.9 : Construction of dry rubble flooring at cross drainage works for relatively less important works.
140.4
-
-
12.4 : Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
2586.29
-
-
12.8.A.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
3136.14
-
-
12.8.B.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20
7509.67
-
-
od52004/2018_2019 : Constructing, placing and jointing precast RCC M20 drain/Utility Trench of size as per drawing over a bed of 100 mm thick quarry sand including conveying erecting etc complete.
7012.04
-
-
12.8.E.1.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 - Using Concrete Mixer
4345.44
-
-
12.8.F.1.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M30 - Using Concrete Mixer
537.3
-
-
od52006/2018_2019 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br><br> PCC Grade M20perforated with 25 mm pvc pipe
38.4
-
-
12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
1563.1
-
-
55.25 : Lifting, conveying and fixing the newly casted RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete
5304.93
-
-
od52013/2018_2019 : Supplying ,spreading ,compacting and providing graded Metal 26.5 to 2.36 mm, mixing , carriage of mixed Material to work site, spreading in uniform layers on prepared surface and compacting with rammer<br><br>Grading-II - Plant Mix Method
1823.88
-
-
od52015/2018_2019 : Construction and laying of precast cement concrete kerb as per drawing, in M 25 grade PCC Using Concrete Mixer on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid in line and level , foundation concrete laid manually, all complete as per clause 409
2339.26
-
-
8.29.3 : Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.br
Cable Duct Across the Road - Triple rRow for three utility services
100
-
-
Profile correction MoRTH
-
-
-
3.15 : Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means br
51561.49
-
-
4.12 : Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
550.31
-
-
4.13 : Construction of Median and island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 408 br
300
-
-
Road Surfacing
-
-
-
5.1.a : Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
4875
-
-
5.2.a : Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
329262.1
-
-
5.4.2b : Dense Graded Bituminous Macadam : - For grading - II (26.5 mm nominal size) br
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG 30) @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.
8944.02
-
-
5.6.2.b : Providing and laying bituminous concrete with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (NRMB) @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects br
For Grading -II (13.2 mm Nominal size). br
5028.05
-
-
8.13 : Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
10331.4
-
-
55.22 : Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
500
-
-
55.23 : Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.
43731.77
-
-
od52001/2018_2019 : Roll- on surface material A solvent free high build two pack seamless tough skid resistant 1-1.5 mm thick green (or as required) based on gloss and colour retaining acrylic cross linking resin system for cycle track and similar application including surface cleaning ,cost of materials ,transporting ,loading ,unloading etc complete using plastitrack or equivalent .
1522.8
-
-
Road furniture and Plants MoRTH
-
-
-
8.9.A : Providing and applying two coats of Epoxy paint of approved brand on steel surface after through cleaning of surface to give an even shade
1080
-
-
8.11.1 : Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Over 10 cm in width
500
-
-
od53558/2018_2019 : Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart. Duranta Golden plant<br><br>Maintenance of hedge for one year -
1000
-
-
od52009/2018_2019 : Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart. <br><br>Maintenance of hedge for one year Schflera green plant,
1000
-
-
od52841/2018_2019 : Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart. Hamelia patens<br><br>Maintenance of hedge for one year -
1000
-
-
od52835/2018_2019 : Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart. Malpighia coccigera<br><br>Maintenance of hedge for one year -
1000
-
-
od52836/2018_2019 : Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart. Tabernaemontana divaricata (Chandni double)<br><br>Maintenance of hedge for one year -
1000
-
-
od52837/2018_2019 : Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart. Plant Clarkia<br><br>Maintenance of hedge for one year -
900
-
-
od52838/2018_2019 : Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart. Furcaira variegated<br><br>Maintenance of hedge for one year -
100
-
-
od54068/2018_2019 : Planting flowering plants and shrubs in central verge Dracaena margineta plant,Allamanda cathartica,Thevetia nerifolia,Cestrum nocturnum,Plant Allyssum
0.6
-
-
od52849/2018_2019 : Planting flowering plants and shrubs in central verge,Nerium oleander variegated of height 60-75 cm.,
0.6
-
-
od52850/2018_2019 : Planting flowering plants and shrubs in central verge Anemone hybrid
0.6
-
-
od52851/2018_2019 : Planting flowering plants and shrubs in central verge Tecoma stans
0.6
-
-
od52859/2018_2019 : Planting flowering plants and shrubs in central verge Mussaenda erythrophylla
0.6
-
-
11.8.B : Maintenance of flowering plants and shrubs in central verge from one year
3
-
-
11.2.2 : Grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed br In rows 7.5 cm apart in either direction
1000
-
-
11.6 : Maintenance of lawns with fine grassing for the first year including watering etc
5500
-
-
11.10 : Renovation lawns including, weeding, forking the ground, top dressing with forked soil, watering and maintenance the lawns, for 30 days or more, till the grass forms a thick lawn, free from weeds, and fit for moving and disposal of rubbish as directed, including supplying good earth, if needed but excluding the cost of well decayed farm yard manure
500
-
-
od52872/2018_2019 : Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year Cassia fistula (Amaltash) of plants height 120-135 cm.
30
-
-
od52771/2018_2019 : Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year Callistemon lanceolatus of plants height 150-165 cm.Cassia nodosa, Delonix regia,Erythrina indica, Jacaranda mimosifolia,Mangifera indica,Peltophorum species, Alstonia scholaris
30
-
-
od52772/2018_2019 : Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year Chorisia speciosa of plants height 150-165 cm,Saraca indica,Tabebuia species,Tecoma argentea
30
-
-
od52773/2018_2019 : Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year Michelia champa (Golden Champa)
30
-
-
od52774/2018_2019 : Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year Lagerstroemia thorelli of plants height 150-165 cm
20
-
-
od52775/2018_2019 : Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year Livistona palm plant, Phoenix palm plant
30
-
-
od52777/2018_2019 : Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year Plumeria alba of plants height 120-135 cm,Foxtail palm
30
-
-
od52778/2018_2019 : Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year Bamboo Buddha valley
10
-
-
od52779/2018_2019 : Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year Bismarkia Palm 115 to 180 cm ht
10
-
-
11.19 : Providing and fixing MS iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3 mm) vertical MS riveted to 3 Nos (25 x 6 mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects.
200
-
-
8.35 : Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector :-
10000
-
-
Drain and Trench, Foot Path in DSR
-
-
-
15.7.2 : Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In lime mortar with old mughal bricks
20
-
-
15.56 : Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
3019.7
-
-
15.23.1 : Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm
27970.2
-
-
od51998/2018_2019 : Dismantling of sign boards/ advertisement boards including excavation and dismantling of foundation concrete , disposal with all lifts and upto a lead of 1000 meters and staking the materials
1000
-
-
2.8.1 : 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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
39365.9
-
-
2.16.1 : Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m
87440.42
-
-
od52005/2018_2019 : Providing and laying factory made chamfered edge Cement Concrete paver blocks<br>in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,<br>thickness & size/ shape, made by table vibratory method using PU mould, laid in<br>required colour & pattern over 50mm thick compacted bed of 6 mm aggregate, compacting and<br>proper embedding/laying of inter locking paver blocks into the aggregate bedding layer<br>through vibratory compaction by using plate vibrator, filling the joints with sand and<br>cutting of paver blocks as per required size and pattern, finishing and sweeping<br>extra sand. complete all as per direction of Engineer-in-Charge.<br>60mm thick cement concrete paver block of M-35 grade with approved colour, design<br>& pattern.
62096.43
-
-
11.20.1 : Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Light shade pigment using white cement
500
-
-
7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
10
-
-
50.6.1.5 : Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
120
-
-
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
8484.14
-
-
13.18 : Neat cement punning
4811.91
-
-
od52011/2018_2019 : Providing and erecting temporary barricading at site as per drawing / direction of Engineer - in - Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer - in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to executed the job . The barricading shall not be removed without prior approval of Engineer-nin-Charge. (Note:- One time payment shall be made for providing barricading from star of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).
1000
-
-
15.7.4 : Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
43.2
-
-
15.19 : Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per directions of Engineer -in-Charge.
500
-
-
13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
26734.4
-
-
Repairing plumbing works DSR
-
-
-
50.18.7.2.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge 20 mm dia 10 Kgf/cm2- Internal work - Exposed on wall
250
-
-
50.18.7.3.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer- in- Charge 25 mm dia 12 Kgf/cm2 - Internal work - Exposed on wall
250
-
-
50.18.7.4.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10Kgf/cm2- Internal work - Exposed on wall
250
-
-
50.18.7.5.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 40 mm dia 6Kgf/cm2 - Internal work - Exposed on wall
2500
-
-
50.18.9.10.1 : Providing and fixing PVC pipes includings jointing of pipes with one step pvc solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer in Charge. 150 mm dia 6 Kgf/cm2
10000
-
-
od52000/2018_2019 : Cutting holes up to 20x20 cm in R.C.C. wall or slab for passing any type of pipe etc. and repairing the hole after putting of pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof.
7200
-
-
12.44 : Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
7200
-
-
19.7.3.2 : Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size,) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) finished with a floating coat of neat cement complete as per standard design:Inside size 120x 90 cm and 90 cm deep including C.I. cover with frame ( heavy duty ) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg ( weight of cover 108 kg and weight of frame 100 kg)With Sewer bricks conforming to IS: 4885
10
-
-
19.8.2.2 : Extra for depth for manholesSize 120x90 cmWith Sewer bricks conforming to IS: 4885
30
-
-
19.19.1.1 : Providing and fixing in position Pre-cast R.C.C. manhole cover and frame of required shape and approved quality.L D - 2.5Rectangular shape 600x450 mm internal dimensions
2400
-
-
19.18.1 : Supplying and fixing C.I with out frame for manholes:455 x 610 mm rectangular C.I cover ( light duty ) the weight of the cover to be no less than 23 kg
2400
-
-
19.15.1 : Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) as per standard design.With 20x20 mm square bar
1500
-
-
18.42.1 : Boring with 100 mm diameter casing pipe for hand pump/ tube well in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump/tube well is lowered and tested:Upto 6 metres depth
36
-
-
18.42.2 : Boring with 100 mm diameter casing pipe for hand pump/ tube well in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump/tube well is lowered and tested:Beyond 6 m and upto 12 m depth
18
-
-
23.3.1 : Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS : 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer- in- Charge.100 mm nominal size dia
54
-
-
18.19.4.1 : Providing and fixing gun metal non-return valve of approved quality (screwed end):50 mm nominal boreHorizontal
6
-
-
18.18.2 : Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete:20 mm nominal bore
6
-
-
18.18.3 : Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete:25 mm nominal bore
6
-
-
od52008/2018_2019 : Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of 100 mm dia
6
-
-
18.48 : Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
3000
-
-
DSR Items miscellaeous
-
-
-
2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
7873.18
-
-
51.2.3 : Filling with Quarry Muck br Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
1094.18
-
-
50.2.33.5 : Cutting branches of trees overhanging above any structures of girth between 40cm to 60cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete.
100
-
-
50.2.33.6 : Cutting branches of trees overhanging above any structures of girth between 60cm to 90cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete
25
-
-
4.9 : Precasting placing in position 125 mm dia Bollards 600 mm high of required shape, including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing .
10000
-
-
10.25.2 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
1440
-
-
10.26.1 : Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.M.S. tube
13500
-
-
16.92 : Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10 mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge
1227
-
-
od53605/2018_2019 : Removing and relaying cobble stone/granite dressed stone pavement including levelling and making the pathway in line and level
4000
-
-
od52007/2018_2019 : Providing and fixing 30x30x7.50 cm flamed Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10 mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge
800
-
-
11.45 : Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mmthick sub grade of compacted bed of 20 mm thick nominal size stone aggregateand base course and filling with 150 mm thick jamuna sand, including spreading,well ramming, consolidating and finishing smooth etc. all complete as per directionof Engineer-in-charge.
600
-
-
16.82 : Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
3105
-
-
16.83 : Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
500
-
-
16.84 : Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.)
500
-
-
16.85 : Laying at or near ground level old kerb stones of all types 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 ( thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment) . (Old kerb stones shall be supplied by the department free of cost)
3105
-
-
16.90 : Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
19901
-
-
15.51 : Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap.
10
-
-
15.60 : Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved
41424.77
-
-
50.2.3.1 : Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
720
-
-
Landscaping DSR
-
-
-
30.2.2 : Supplying and stacking of good earth at site including royalty and carriage upto 5 k.m. lead complete (earth measured in stacks will be reduced by 20% for payment).
320
-
-
30.2.3 : Supplying and stacking sludge at site including royalty and carriage upto 5 k.m. lead complete (sludge measured in stacks will be reduced by 8% for payment).
320
-
-
30.2.4.1 : Supplying and stacking at site dump manure from approved source, including carriage upto 5 k.m. lead complete (manure measured in stacks will be reduced by 8% for payment) :Screened through sieve of I.S. designation 20 mm
160
-
-
2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
4000
-
-
30.2.5 : Rough dressing the trenched ground including breaking clods.
4000
-
-
30.2.8 : Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).
800
-
-
30.2.9 : Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge
800
-
-
30.2.15.1 : Half brick circular tree guard in bricks, internal diameter 1.25 metre and height 1.2 metre above ground and 0.20 m below ground, bottom two courses laid dry and top three courses in cement mortar 1:6 (1 cement : 6 fine sand) and the intermediate courses being in dry honey comb masonry as per design complete:With common burnt clay F.P.S. (non modular) bricks of class designation 5
25
-
-
30.2.34 : Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same, with sprinkler and maintenance for 30 days or more till the grass established properly as per direction of officer in charge.
4000
-
-
8.9.1.2 : Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.Granite of any colour and shade
100
-
-
od52002/2018_2019 : Supplying and Fixing Granite bench of size 1.5m long , 45cm high and 70cm width with back support including conveying labour charges etc complete
10
-
-
Civil structure for Electrical items in DSR
-
-
-
2.8.1 : 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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
941.26
-
-
50.2.3.1 : Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
400
-
-
2.16.1 : Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m
877.5
-
-
4.1.5 : 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 : 6 graded stone aggregate 20 mm nominal size)
98.45
-
-
5.33.1 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level
484.73
-
-
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
33931.1
-
-
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
2870.65
-
-
10.2 : Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
5202.25
-
-
13.52.1 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
80
-
-
25.7 : Designing, fabricating, testing, installing and fixing in position Curtain Wall withAluminium Composite Panel Cladding, with open grooves for linear as well ascurvilinear portions of the building , for all heights and all levels etc. including:a) Structural analysis & design and preparation of shop drawings for pressureequalisation or rain screen principle as required, proper drainage of water to makeit watertight including checking of all the structural and functional design.b) Providing, fabricating and supplying and fixing panels of aluminium compositepanel cladding in pan shape in metalic colour of approved shades made out of4mm thick aluminium composite panel material consisting of 3mm thick FR grademineral core sandwiched between two Alumini um sheets (each0.5mm thick). Thealuminium composite panel cladding sheet shall be coil coated, with Kynar500based PVDF / Lumiflon based fluoropolymer resin coating of approved colourand shade on face # 1 and polymer (Service) coating on face # 2 as specified usingstainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backerrods etc.c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanisedwith serrations and serrated washers to arrest the wind load movement, fasteners,SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators toprevent bi-metallic contacts all complete required to perform as per specificationand drawing The item includes cost of all material & labour component, the cost ofall mock ups at site, cost of all samples of the individual components for testing inan approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wallwith aluminium composite panel cladding till the handing over of the building foroccupation. Base frame work for ACP cladding is payable under the relevantaluminium item.s The Contractor shall provide curtain wall with aluminiumcomposite panel cladding, having all the performance characteristics all complete, as per the Architectural drawings, as per item description, as specified, as per theapproved shop drawings and as directed by the Engineer-in-Charge.However, for the purpose of payment, only the actual area on the external face ofthe curtain wall with Aluminum Composite Panel Cladding (including width ofgroove) shall be measured in sqm. up to two decimal places.
168
-
-
od52003/2018_2019 : Lifting,conveying and fixing newly casted RCC structure
325
-
-
11 KV SYSTEM
-
-
-
Supply and laying at the site of work of HT, of Circular Aluminium conductor, conductor screened with extruded semiconducting compound, XLPE insulated, insulation screened with extruded semiconducting combination with copper tape ( 0.3KA for 1 sec) core laid up, FR PVC inner sheathed, galvanised steel strip armoured and overall FR PVC sheathed cable conforming to IS: 7098/II/1985 with upto date amendment & specified in the specification of the sizes working voltage 11 KV (E) grade to be laid in existing RCC cable trench / or through pipe as required / approved by utility owing agency, testing and commissioning of cable as required as per standards and direction of engineer in charge of the following cables.300 sq.mm ( Three Core)
12326
-
-
Supply and laying at the site of work of HT, of Circular Aluminium conductor, conductor screened with extruded semiconducting compound, XLPE insulated, insulation screened with extruded semiconducting combination with copper tape ( 0.3KA for 1 sec) core laid up, FR PVC inner sheathed, galvanised steel strip armoured and overall FR PVC sheathed cable conforming to IS: 7098/II/1985 with upto date amendment & specified in the specification of the sizes working voltage 11 KV (E) grade to be laid in existing RCC cable trench / or through pipe as required / approved by utility owing agency, testing and commissioning of cable as required as per standards and direction of engineer in charge of the following cables.120 sq.mm ( Three Core)
1000
-
-
Supply and laying at the site of work of HT, of Circular Aluminium conductor, conductor screened with extruded semiconducting compound, XLPE insulated, insulation screened with extruded semiconducting combination with copper tape ( 0.3KA for 1 sec) core laid up, FR PVC inner sheathed, galvanised steel strip armoured and overall FR PVC sheathed cable conforming to IS: 7098/II/1985 with upto date amendment & specified in the specification of the sizes working voltage 11 KV (E) grade to be laid in existing RCC cable trench / or through pipe as required / approved by utility owing agency, testing and commissioning of cable as required as per standards and direction of engineer in charge of the following cables.70 sq.mm ( Three Core)
500
-
-
S/E of heat shrinkable cable end termination for 11KV / 6.6 KV Earthed XLPE including mounting clamps.
-
-
-
Supply & making, testing and commissioning of complete heat shrinkable type indoor/ outdoor type cable end terminations / jointing as specified in the specification including provision of laying, dressing, tagging, glanding with lugs/ ferrules for termination of HT XLPE insulated cables including making holes in the switch board, clamping, supporting complete as required by the utility owing agency for following size of 3 Core XLPE aluminium conductor of 11 KV grade as per standards and directions of the engineer in charge. Additional loop of cable shall be made before end termination in the ground / cable trench. Heat shrinkable cable size 70 sq.mm (out door Type)
10
-
-
Supply & making, testing and commissioning of complete heat shrinkable type indoor/ outdoor type cable end terminations / jointing as specified in the specification including provision of laying, dressing, tagging, glanding with lugs/ ferrules for termination of HT XLPE insulated cables including making holes in the switch board, clamping, supporting complete as required by the utility owing agency for following size of 3 Core XLPE aluminium conductor of 11 KV grade as per standards and directions of the engineer in charge. Additional loop of cable shall be made before end termination in the ground / cable trench. Heat shrinkable cable size 120 sq.mm (out door Type)
20
-
-
Supply & making, testing and commissioning of complete heat shrinkable type indoor/ outdoor type cable end terminations / jointing as specified in the specification including provision of laying, dressing, tagging, glanding with lugs/ ferrules for termination of HT XLPE insulated cables including making holes in the switch board, clamping, supporting complete as required by the utility owing agency for following size of 3 Core XLPE aluminium conductor of 11 KV grade as per standards and directions of the engineer in charge. Additional loop of cable shall be made before end termination in the ground / cable trench. Heat shrinkable cable size 300 sq.mm (out door Type)
256
-
-
Supply & making, testing and commissioning of complete heat shrinkable type indoor/ outdoor type cable end terminations / jointing as specified in the specification including provision of laying, dressing, tagging, glanding with lugs/ ferrules for termination of HT XLPE insulated cables including making holes in the switch board, clamping, supporting complete as required by the utility owing agency for following size of 3 Core XLPE aluminium conductor of 11 KV grade as per standards and directions of the engineer in charge. Additional loop of cable shall be made before end termination in the ground / cable trench. Heat shrinkable cable size 300 sq.mm (straight through joint)
49
-
-
POLES & STRUCTURES
-
-
-
Supply and fixing of double pole structure for 11/0.4KV substation with 9 Mtr PSC poles,channel cross arms 3Mtr,DO fuse,11 KV lightening arresters ,AB switch,earthing etc complete in all respects as per KSEB specification.
2
-
-
Nylon Cable ties 300mm length x 2.8 mm thk
360
-
-
COMPACT SUBSTATION (CSS)
-
-
-
COMPACT SUBSTATION:500 KVA Compact substation (CSS) with 2 nos. of load break switch 600 A, VCB 200 A, 500 KVA oil type transformer, Draw out type ACB -1000 A, Fixed type outgoing type MCCB(250 A x6 Nos). Electronic trip circuit , LT bus- 1000 A, Ics=36 KA, with FRTU capacitor bank with SCADA remote control complete in all respects. The CSS enclosure shall be suitable for placement near she shore at 50 deg ambient temperature.
6
-
-
COMPACT SUBSTATION:250 KVA Compact substation (CSS) with 2 nos. of load break switch 600 A, VCB 200 A, 250 KVA oil type transformer, Draw out type ACB -1000 A, Fixed type outgoing type MCCB(250 A x6 Nos). Electronic trip circuit , LT bus- 1000 A, Ics=36 KA, with FRTU capacitor bank with SCADA remote control complete in all respects. The CSS enclosure shall be suitable for placement near she shore at 50 deg ambient temperature.
1
-
-
RING MAIN UNIT
-
-
-
Supply, erection, testing and commissioning of Data Acquisition compatible out door extensible type Ring Main Unit with the following for replacing tapping the DP structure of HT circuits, and on RCC 1:2:4 foundations using foundation bolts and including cost of terminations etc. complete including cost of all materials and labour as per standards and as per the directions of engineer in charge.3 way RMU - Installation of Data Acquisition compatible extensible type Ring Main Unit with VCB - CTC (E) ( cable - Transformer - cable)
17
-
-
Supply, erection, testing and commissioning of Data Acquisition compatible out door extensible type Ring Main Unit with the following for replacing tapping the DP structure of HT circuits, and on RCC 1:2:4 foundations using foundation bolts and including cost of terminations etc. complete including cost of all materials and labour as per standards and as per the directions of engineer in charge. Installation of Data Acquisition compatible extensible type Ring Main Unit with VCB - CCC(E) ( cable - Transformer cable)
3
-
-
Supply, erection, testing and commissioning of Data Acquisition compatible out door extensible type Ring Main Unit with the following for replacing tapping the DP structure of HT circuits, and on RCC 1:2:4 foundations using foundation bolts and including cost of terminations etc. complete including cost of all materials and labour as per standards and as per the directions of engineer in charge.Installation of Data Acquisition compatible extensible add - on type Ring Main Unit without VCB - C - Extension
4
-
-
Supply, erection, testing and commissioning of Data Acquisition compatible out door extensible type Ring Main Unit with the following for replacing tapping the DP structure of HT circuits, and on RCC 1:2:4 foundations using foundation bolts and including cost of terminations etc. complete including cost of all materials and labour as per standards and as per the directions of engineer in charge.Installation of Data Acquisition compatible extensible add - on type Ring Main Unit with VCB ( Single Switch T Extension)
1
-
-
Supply, erection, testing and commissioning of Data Acquisition compatible out door extensible type Ring Main Unit with the following for replacing tapping the DP structure of HT circuits, and on RCC 1:2:4 foundations using foundation bolts and including cost of terminations etc. complete including cost of all materials and labour as per standards and as per the directions of engineer in charge.11 KV DA Compatible out door extensible RMU with three load break switch (CCCT)
6
-
-
Supply, erection, testing and commissioning of Data Acquisition compatible out door extensible type Ring Main Unit with the following for replacing tapping the DP structure of HT circuits, and on RCC 1:2:4 foundations using foundation bolts and including cost of terminations etc. complete including cost of all materials and labour as per standards and as per the directions of engineer in charge.11 KV DA Compatible out door extensible RMU (CT)
4
-
-
Supply, erection, testing and commissioning of Data Acquisition compatible out door extensible type Ring Main Unit with the following for replacing tapping the DP structure of HT circuits, and on RCC 1:2:4 foundations using foundation bolts and including cost of terminations etc. complete including cost of all materials and labour as per standards and as per the directions of engineer in charge.Installation of Data Acquisition compatible extensible type Ring Main Unit with VCB - CCCC(E)
3
-
-
Supply, erection, testing and commissioning of Data Acquisition compatible out door extensible type Ring Main Unit with the following for replacing tapping the DP structure of HT circuits, and on RCC 1:2:4 foundations using foundation bolts and including cost of terminations etc. complete including cost of all materials and labour as per standards and as per the directions of engineer in charge.Installation of Data Acquisition compatible extensible type Ring Main Unit with VCB - CCTTC(E)
1
-
-
Supply, erection, testing and commissioning of Data Acquisition compatible out door extensible type Ring Main Unit with the following for replacing tapping the DP structure of HT circuits, and on RCC 1:2:4 foundations using foundation bolts and including cost of terminations etc. complete including cost of all materials and labour as per standards and as per the directions of engineer in charge.Installation of Data Acquisition compatible extensible type Ring Main Unit with VCB - CCCCT
3
-
-
Supply, erection, testing and commissioning of Data Acquisition compatible out door extensible type Ring Main Unit with the following for replacing tapping the DP structure of HT circuits, and on RCC 1:2:4 foundations using foundation bolts and including cost of terminations etc. complete including cost of all materials and labour as per standards and as per the directions of engineer in charge.Installation of Data Acquisition compatible extensible type Ring Main Unit with VCB - CCCCTT
1
-
-
Supply, erection, testing and commissioning of Data Acquisition compatible out door extensible type Ring Main Unit with the following for replacing tapping the DP structure of HT circuits, and on RCC 1:2:4 foundations using foundation bolts and including cost of terminations etc. complete including cost of all materials and labour as per standards and as per the directions of engineer in charge.Installation of Data Acquisition compatible extensible type Ring Main Unit with VCB - CCCCCT
2
-
-
CUSTOMISED COMPACT SUBSTATION
-
-
-
Supply, erection, testing and commissioning of Data Acquisition compatible out door extensible type Ring Main Unit with the following for connecting HT circuit, and on RCC 1:2:4 foundations using foundation bolts and including cost of terminations etc. complete including cost of all materials and labour as per standards and as per the directions of engineer in charge.Ring Main Unit:3 way RMU - Installation of Data Acquisition compatible extensible type Ring Main Unit with VCB - CTC (E) ( cable - Transformer - cable) (Transformer at the top and RMU LT compartmet at the bottom)
8
-
-
Supply, Installation, Testing and commissioning of copper wound ISI marked Transformer 11/0.433 KV, Three Phase, 50 Hz, DYN 11, ONAN type , Standard accessories like, conservator, Silica gel breather, radiator, fins, HT & LT cable end boxes or Bus Duct flange, Lifting lugs, Bi-directional Plain/ Flanged Rollers, Earthing terminal, Air release plug. Off load tap changer (+5% to -10% in steps of 2.5%), winding / Top oil temperature rise of 45°C/40°C, ISI marked drain valves, Dial type temperature gauge, first fill oil, Epoxy based paint etc. having max. total losses as per energy efficiency level - 2 at basic Insulation level conforming to IS 2026 (Part- I to Part - II), latest amended and IS 1180 Part-I : 2014 BEE star level - I as per Govt. of India, Ministry of power notification Dated 16th Dec., 2016. Transformers described as above and as per the following continuous ratingCopper wound oil cooled distribution transformer - 3 phase 500 KVA 11/0.433 KV with off load tap changer with LT side bimetallic connectors cast out of aluminium alloy as per specifications..
7
-
-
Supply, Installation, Testing and commissioning of copper wound ISI marked Transformer 11/0.433 KV, Three Phase, 50 Hz, DYN 11, ONAN type , Standard accessories like, conservator, Silica gel breather, radiator, fins, HT & LT cable end boxes or Bus Duct flange, Lifting lugs, Bi-directional Plain/ Flanged Rollers, Earthing terminal, Air release plug. Off load tap changer (+5% to -10% in steps of 2.5%), winding / Top oil temperature rise of 45°C/40°C, ISI marked drain valves, Dial type temperature gauge, first fill oil, Epoxy based paint etc. having max. total losses as per energy efficiency level - 2 at basic Insulation level conforming to IS 2026 (Part- I to Part - II), latest amended and IS 1180 Part-I : 2014 BEE star level - I as per Govt. of India, Ministry of power notification Dated 16th Dec., 2016. Transformers described as above and as per the following continuous ratingCopper wound oil cooled distribution transformer - 3 phase 250 KVA 11/0.433 KV with off load tap changer with LT side bimetallic connectors cast out of aluminium alloy as per specifications..
1
-
-
AIR CIRCUIT BREAKERS
-
-
-
SITC of fixed /draw out type 3 pole Air Circuit Breaker conforming to IS 13947 / IEC 60947 P-2 existing LT panel suitable for LT installation 440 V, 50 HZ and having adjustable short circuit, earth fault and over load microprocessor release with LCD display, bar graph and separate LED indication for each type of fault, at least 4 No & 4 NC auxiliary contact safety shutter and fault position acknowledgement mechanism type, ACB shall have separate indication for service, test, isolation, maintenance position including making connection etc. as requiredAir circuit-breaker electrically operated (electrical draw out type), 4 pole, 800 amp, 415 volts complete manual spring charged.
2
-
-
SITC of fixed /draw out type 3 pole Air Circuit Breaker conforming to IS 13947 / IEC 60947 P-2 existing LT panel suitable for LT installation 440 V, 50 HZ and having adjustable short circuit, earth fault and over load microprocessor release with LCD display, bar graph and separate LED indication for each type of fault, at least 4 No & 4 NC auxiliary contact safety shutter and fault position acknowledgement mechanism type, ACB shall have separate indication for service, test, isolation, maintenance position including making connection etc. as requiredAir circuit-breaker electrically operated (electrical draw out type), 4 pole, 1000 amp, 415 volts complete manual spring charged.
13
-
-
Fuse Switch unit FUSE SWITCH UNIT (Without Sheet Enclosure)
-
-
-
Providing & fixing TP&N 415 volt AC-23A front handle operated switch fuse disconnector fuse unit, cubicle type, without metallic enclosure, conforming to IS: 13947 P-III and: IS 4064 ( without fuse) making connections with suitable lugs, testing etc., as required.400 Amp. 415 volts three pole & neutral fuse switch unit with HRC Fuses with extended Aluminium strips duly insulated with colour coded heat shrinkable sleeves and bimetallic strips
52
-
-
Providing & fixing TP&N 415 volt AC-23A front handle operated switch fuse disconnector fuse unit, cubicle type, without metallic enclosure, conforming to IS: 13947 P-III and: IS 4064 ( without fuse) making connections with suitable lugs, testing etc., as required.200 Amp. 415 volts three pole & neutral fuse switch unit with HRC Fuses with extended Aluminium strips duly insulated with colour coded heat shrinkable sleeves and bimetallic strips
4
-
-
Providing & fixing TP&N 415 volt AC-23A front handle operated switch fuse disconnector fuse unit, cubicle type, without metallic enclosure, conforming to IS: 13947 P-III and: IS 4064 ( without fuse) making connections with suitable lugs, testing etc., as required.32 Amp. 415 volts three pole & neutral fuse switch unit with HRC Fuses with extended Aluminium strips duly insulated with colour coded heat shrinkable sleeves and bimetallic strips
15
-
-
Providing and fixing Bolted/ Din type HBC ( High Breaking Capacity) fuse links of 80 KA breaking capacity, conforming to IS:13703 in the existing fuse base, fuse switch unit etc. of the following type and rating.
-
-
-
Din ( knife type) 32 A
15
-
-
Din ( knife type) 200 A
4
-
-
Din ( knife type) 400 A
52
-
-
ENCLOSURE OF ACB
-
-
-
Fabrication and supply of out door type with hood, floor mounting, cubicle, free standing, with IP 55 class protection, dust and vermin proof panel boards fabricated out of 14 SWG CRCA sheet including enclosure, aluminium busbar, interconnections, supports, gaskets, sleeves, wiring, earthing, painting ( powder coating and seven tank process) etc. but excluding all electrical components as per requirement suitable for 1 no 1000 / 800 A ACB incomer and 4 nos 400/200 A MCCB out goings.
15
-
-
REMOTE TERMINAL UNIT (RTU) Remote Terminal Unit (RTU) is ideal for utility automation and offers a single solution from a simple pole-top device to a fully integrated substation control system. The RTU comes with a small compact hardware that is ideally suited for use in various industrial applications. The distributed architecture allows individual units to be connected together over a LAN that reduces the cost of cumbersome wiring and makes the installation simple.
-
-
-
RTU complete with DI, DO, AI and Modbus communication ports and power supply (24 V, DC)
54
-
-
Programming and Troubleshooting software for RTU
54
-
-
Panel Enclosure for RTU Location, wall/floor mounted along with wiring and related accessories and arrangement of mounting of RTU, Modem, UPS and having IP-42 Protection. Panels shall be self-fabricate type only.The RTU shall have the following features.IEC 870-5-101 / 104 protocol to transfer information to control centre SCADA.Modbus protocol to communicate with field MFM (Multi-Functional Meters) on RS485. The control unit shall have following communication ports: One Ethernet port for interfacing with the IP compatible communication equipment. One Modbus RS485 port to connect field IED’s / Energy Meters on RS485.One RS232 port for connecting external modem.FRTU should have web interface facility for remote downloading and accessibility feature. The Standard FRTU shall be capable to monitor and control 3 Way / 4 ways RMU.Stations shall process at least the following information for remote indication and/or local display purposes:
54
-
-
11 KV fault passage indicator consist of earth fault and short circuit indicator used in radial network with one input and ring network ,the potential free contact display unit ,3 nos sensors foe detecting phase fault ,earth fault with cable battery operated self powered ( communicable type) suitable for U/g cable network
54
-
-
GSM modem with connecting cable for remote communication capabilities used in 230 Volt supply
54
-
-
UN INTERRUPTIBLE POWER SUPPLY
-
-
-
Providing, installation, testing and commissioning of UPS, 3Phase 415 V, 50 Hz with 60 min back up Ni+Cd battery bank.One KVA
2
-
-
TRANSFORMER Supply, Installation, Testing and commissioning of Aluminium wound ISI marked Transformer 11/0.433 KV, Three Phase, 50 Hz, DYN 11, ONAN type , Standard accessories like, conservator, Silica gel breather, radiator, fins, HT & LT cable end boxes or Bus Duct flange, Lifting lugs, Bi-directional Plain/ Flanged Rollers, Earthing terminal, Air release plug. Off load tap changer (+5% to -10% in steps of 2.5%), winding / Top oil temperature rise of 45°C/40°C, ISI marked drain valves, Dial type temperature gauge, first fill oil, Epoxy based paint etc. having max. total losses as per energy efficiency level - 2 at basic Insulation level conforming to IS 2026 (Part- I to Part - II), latest amended and IS 1180 Part-I : 2014 BEE star level - I as per Govt. of India, Ministry of power notification Dated 16th Dec., 2016. Transformers described as above and as per the following continuous rating
-
-
-
Supply and erection of 200 KVA 11KV/433 volt 3 phase 50 Hz distribution transformer
3
-
-
DISTRIBUTION FEEDER PILLARS
-
-
-
Supply, installation, testing and commissioning of feeder pillar panels suitable for AC 440 V ,
50 HZ supply, fabricated with 14 gauge galvanised steel sheet duly pre-treated and pure polyester thick powder coated 80 micron thickness using Siemens grey colour shade no. RAL-7032 / any other colour if required by client. The feeder pillar shall be double door in cubical formation, compartmentalized in form with front open able doors. The door shall be provided with concealed hinges and with brazing wherever required to avoid deformation and shall be earthed. All the door shall have heavy duty door locks, and shall be sealed with neoprene gaskets. The feeder pillar shall be IP 55, outdoor type weather , dust and vermin proof having canopy type tapered roof self-standing type as per approved GA diagram. Panels shall have lifting hooks and base channel of size 50 x 40 x 6 mm . HRC fuse bases etc. of following ratings complete with interconnection provisions with providing wiring and bus bars with required hardware, sleeves, ferrules, supporters, locks etc. Panel shall have proper space and arrangements for termination of incomer loop in loop out cables, outgoing service cables, with proper offsets in bus bars for cable terminations. Feeder Pillar shall be comprising of following itemsFeeder pillar - Type 1 ( Main feeder Pillar ( OUT DOOR) TYPE IP-55)INCOMING-1X400 amp TP Vertical SFU and 400 amp fuse link as per specification, one set of phase indicating lamps with control MCB.Metering, Indication & Protection:BUSBARS-Electrolytic high conductivity aluminium three phase and neutral bus bars rated at 800 amps having a maximum current density of 1 amp per sq. mm suitable to with stand symmetrical fault level of 50 KA at 415 volts. The neutral bus bar is to be of 100% capacity.OUTGOINGS:9X160 amp TP Vertical SFU as per specification
18
-
-
Supply, installation, testing and commissioning of feeder pillar panels suitable for AC 440 V ,
50 HZ supply, fabricated with 14 gauge galvanised steel sheet duly pre-treated and pure polyester thick powder coated 80 micron thickness using Siemens grey colour shade no. RAL-7032 / any other colour if required by client. The feeder pillar shall be double door in cubical formation, compartmentalized in form with front open able doors. The door shall be provided with concealed hinges and with brazing wherever required to avoid deformation and shall be earthed. All the door shall have heavy duty door locks, and shall be sealed with neoprene gaskets. The feeder pillar shall be IP 55, outdoor type weather , dust and vermin proof having canopy type tapered roof self-standing type as per approved GA diagram. Panels shall have lifting hooks and base channel of size 50 x 40 x 6 mm . HRC fuse bases etc. of following ratings complete with interconnection provisions with providing wiring and bus bars with required hardware, sleeves, ferrules, supporters, locks etc. Panel shall have proper space and arrangements for termination of incomer loop in loop out cables, outgoing service cables, with proper offsets in bus bars for cable terminations. Feeder Pillar shall be comprising of following itemsF eeder Pillar 2 -(Tappet Service Pillar for domestic distribution) Out door type IP 55 INCOMING:Connection system for 160 Amp cableMetering, Indication & Protection:OUTGOINGS:40Amp 10 TPN Nos connections system as per SLD
30
-
-
LT CABLE - Supply & laying at site work of LT , XLPE insulated, armoured Aluminium conductor cable as per IS 7098/part -I/ 1988 with upto date amendment & specified in the specification of the sizes given below, laying cables in HDPE pipes / RCC cable trenches in all areas, all type of soil/ foot path, road etc. by excavation at required depth and refilling as required / approved by utility , including testing and commissioning of cables as per standards and direction by the engineer in charge.
-
-
-
Aluminium conductor XLPE /PVC insulated PVC sheathed armoured and served cable working voltage 1100 Volt grade 10 sq.mm ( 2 core)
9000
-
-
XLPE/PVC insulated PVC sheathed aluminium conductor unarmoured cable working voltage 1100 volts grade 16sq.mm (4 core)
4500
-
-
Aluminium conductor XLPE /PVC insulated PVC sheathed armoured and served cable working voltage 1100 Volt grade 35 sq.mm ( 4 core)
3000
-
-
Aluminium conductor XLPE /PVC insulated PVC sheathed armoured and served cable working voltage 1100 Volt grade 70 sq.mm ( 3.5 core)
6000
-
-
Aluminium conductor XLPE /PVC insulated PVC sheathed armoured and served cable working voltage 1100 Volt grade 120 sq.mm ( 3.5 core)
3000
-
-
Aluminium conductor XLPE /PVC insulated PVC sheathed armoured and served cable working voltage 1100 Volt grade 185 sq.mm (3. 5 core)
12000
-
-
Providing and laying XLPE/PVC insulated & PVC sheathed armoured control cables of 1.1 KV grade with copper conductor as per IS 1255 including excavation of 30 CmX75 Cm size trench 25 Cm thick under layer of sand and second class bricks covering, backfilling & compaction
-
-
-
4 Core 1.5 sq.mm
1500
-
-
10 core 1 .5 sq.mm
1500
-
-
14 core 1.5 sq.mm
1500
-
-
END TERMINATION KIT FOR 1.1KV LT CABLE-Supply and making end termination with brass compression gland and aluminium lugs for the following size of PVC insulated and PVC sheathed/ XLPE Aluminium Conductor cable of 1.1 KV grade as Required including cable support clamps
-
-
-
Glanding & termination for 3.5 Cx 185 Sq.mm
264
-
-
Glanding & termination for 3.5 Cx 120 Sq.mm
240
-
-
Glanding & termination for 3.5 Cx 70 Sq.mm
480
-
-
Glanding & termination for 4 Cx 35 Sq.mm
200
-
-
Glanding & termination for 4 Cx 16 Sq.mm
480
-
-
Glanding & termination for 2 Cx 10 Sq.mm cable
600
-
-
Glanding and termination of 4 Core 2.5 sq.mm armoured copper control cable
360
-
-
glanding and termination of 10 core 2 .5 sq.mm armoured copper control cable
260
-
-
Glanding and termination of 14 core 2.5 sq.mm armoured copper control cable
260
-
-
Termination with al. socket for 1CX50 sq.mm LT XLPE Aluminium un armoured cable
300
-
-
Termination with al. socket for1CX95 sq.mm LT XLPE Aluminium un armoured cable
300
-
-
Termination with al. socket for 1CX185 sq.mm LT XLPE Aluminium un armoured cable
300
-
-
CABLE JOINT FOR 1.1KV LT CABLE-Supply and Erection of LT straight through joint kit/ termination for 1.1 KV grade PVC/XLPE cable as desired by the engineer in charge
-
-
-
Straight through joint kit for cable size 3.5 core 120 - 150 sq.mm
40
-
-
Straight through joint kit for cable size 3.5 core 185 sq.mm
40
-
-
SMART METERING SYSTEM-Supply, installation, testing and commissioning of smart energy meters and other equipments as per the requirement of utility and as per standards.
-
-
-
Single phase meter with MMB enclosure (MMB can be for single meter or suitable for cluster of 4, 6 or 8 meters as per site requirement.
6000
-
-
Three phase meter with MMB enclosure (MMB can be for single meter or for cluster of 4 meters as per site requirement).
4000
-
-
11 KV Three phase meter with MMB enclosure
8
-
-
Data concentrator unit ( 1 DCU for 200 Meters). There fore 350 meters 2 DCU required
70
-
-
Meter data acquisition software for all meters is about 2 times the rate of 200 meters
5
-
-
WARNING TAPE & CABLE TRAYS
-
-
-
Supply and providing PVC warning tape 150 mm wide and 100 micron thick below ground but above the cables as required.
3000
-
-
Supplying and making cable route marker with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) of size 60 cm x 60 cm at the bottom and 50 cm x 50 cm at the top with a thickness of 10 cm including inscription duly engraved as required.
147
-
-
CABLE TRAYS-Supply , Installing following size of perforated Hot Dipped galvanised Iron cable tray ( galvanisation thickness shall not be less than 50 microns) with perforations not more than 17.5%, in convenient sectioned joined with connectors, suspended from ceiling with GI suspenders including GI bolts & nut bolts etc. as required .
-
-
-
450X50x2 mm thickness
2500
-
-
300X50x1.6 mm thickness
500
-
-
225X50X1.6 mm thickness
300
-
-
CABLE TRAYS-Supply , Installing following size of perforated Hot Dipped galvanised Iron cable tray "bends"( galvanisation thickness shall not be less than 50 microns) with perforations not more than 17.5%, in convenient sectioned joined with connectors, suspended from ceiling with GI suspenders including GI bolts & nut bolts etc. as required .
-
-
-
450X50x2 mm thickness
300
-
-
300X50x1.6 mm thickness
300
-
-
225X50X1.6 mm thickness
300
-
-
CABLE TRAYS-Supply , Installing following size of perforated Hot Dipped galvanised Iron cable tray "TEE"( galvanisation thickness shall not be less than 50 microns) with perforations not more than 17.5%, in convenient sectioned joined with connectors, suspended from ceiling with GI suspenders including GI bolts & nut bolts etc. as required .
-
-
-
450X50x2 mm thickness
300
-
-
300X50x1.6 mm thickness
300
-
-
225X50X1.6 mm thickness
300
-
-
EARTHING SYSTEM-Supply, installation, testing and commissioning of Copper bonded earth electrode made from low carbon steel. Earth rods and molecularly bonded with 99.9 % pure electrolytic copper 250 micron thick and earth pit chambers (poly propylene grade 5 ) 300 mmx300 mm as per the requirement of utility and as per the technical specifications and standards of the following
-
-
-
Supply of copper bonded rod of size (25 mm dia x3000mm long ) with chemical bag of 60 kg. with all accessories. Approximate weight of copper electrode is 5.62 kg
173
-
-
Supply of copper bonded rod of size (17.2 mm dia x3000mm long ) with chemical bag of 60 kg. with all accessories. Approximate weight of copper electrode is 5.62 kg
120
-
-
Copper bonded earth Strip of Size (50x6)mm
2048
-
-
Copper bonded earth Strip of Size (25x4)mm
622
-
-
Boring for earth pit from 0- 15 m meter
891
-
-
supplying and laying 25mmX5 mm GI strip at 05 meter below the ground as strip earth electrode, including connection, terminating with nut bolts, spring, washer etc. as required. Jointing shall be done by overlapping and with 2 sets of GI nuts, bolts& spring washer spaced at 50 mm.
3300
-
-
supplying and laying 6 SWG GI wire at 05 meter below the ground for conductor earth connection/ termination with GI thimbles etc. as required.
10400
-
-
1CX50 sq.mm LT XLPE Aluminium un armoured cable
500
-
-
1CX95 sq.mm LT XLPE Aluminium un armoured cable
500
-
-
1CX185 sq.mm LT XLPE Aluminium un armoured cable
500
-
-
GI PIPE-Providing, laying and fixing the following GI (medium class) in ground in complete with GI fittings including trenching (75 cm deep) and refilling etc. as required.
-
-
-
50 mm
600
-
-
150 mm
640
-
-
RCC PIPE-Providing, laying and fixing the following dia RCC pipe NP2 Class ( light duty ) in complete with RCC collars, jointing with cement mortar 1:2 ( 1 cement : 2 fine cement) including trenching ( 75 cm deep) and refilling etc. as required.
-
-
-
250 mm dia
300
-
-
300 mm dia
300
-
-
DWC HDPE PIPE-Supply and erection of double wall corrugated (DWC) HDPE pipe to be laid 1 meter below ground level including excavation ( making necessary trench, placing pipe in position and back filling with excavated soil of the required size
-
-
-
Double walled corrugated (DWC) HDPE pipe 63/51 mm (Outer/Inner Dia.)
13500
-
-
Double walled corrugated (DWC) HDPE pipe 90/76 mm (Outer/Inner Dia.)
6000
-
-
Double walled corrugated (DWC) HDPE pipe 120/103.5 mm (Outer/Inner Dia.)
3000
-
-
Double walled corrugated (DWC) HDPE pipe 160/135mm (Outer/Inner Dia.)
5400
-
-
HDPE DUCT & ACCESSORIES-Supplying and laying of following size Rigid HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, part II complete with fitting/ accessories (for joints etc.) and cutting and joints etc. in direct ground (75 cm below ground level including excavation and refilling the trench but excluding sand cushioning and protective covering etc. complete as required.
-
-
-
Three Layer OD 160mm HDPE Power Duct - 1 No.s of Coupler included for every 12 mtrs length - 2 No.s of End Plug included for every 12 mtrs length
10100
-
-
HDPE spacer for joining 4 nos of HDPE pipe ( 420x630 ) mm of 10 mm thickness
3368
-
-
HDPE spacer for joining 4 nos of HDPE pipe ( 420x420 ) mm of 10 mm thickness
2526
-
-
7-Way 40mm HDPE Multi-Way Duct - 7 No.s of Push Fit Couplers included for every 100 mtrs coil - 7 No.s of End Plugs included for every 100 mtrs coil
650
-
-
40 mm HDPE PLB duct with inner ribbed, colour as per requirement, wall thickness - 2.9 +mm for smart road
198380
-
-
160 mm HDPE PLB duct with inner ribbed, colour as per requirement, wall thickness - 2.9 +mm
12960
-
-
Fibre Termination Box 24 F with pole mount kit of dimension 380X320x95 mm
300
-
-
Fibre Termination Box 48 F with pole mount kit of dimension 375X450x175 mm
300
-
-
CIVIL ITEMS- HORIZONTAL DRILLING-Laying of 11 KV XLPE cable without road cutting, ie through burrowing machine where the proposed cable is totally metal or cement or road cutting is not permitted by the local administration.
-
-
-
11 KV 3CX 300 sq.mm cable ( inclusive of 200 mm HDPE pipe)
600
-
-
11 KV below 3CX 300 sq.mm cable (inclusive of 200 mm HDPE pipe)
50
-
-
LT above 3.5CX 95 sq.mm cable ( inclusive of 200 mm HDPE pipe).
200
-
-
DISMANTLING
-
-
-
Dismantling( taking out from the ground) if necessary all sizes of XLPE/Pilca/PVC cables, without damaging the cable by excavation in all type of area ( all type of soil) with refilling the excavated trenches as per standards and directions of the engineer in charge . The rate is inclusive of handing over of the dismantled cable of the utility store if not relayed.
1000
-
-
Dismantling( taking out from tarred road and concrete surface) if necessary all sizes of XLPE/Pilca/PVC cables, without damaging the cable by excavation in all type of area ( all type of soil) with refilling the excavated trenches as per standards and directions of the engineer in charge . The rate is inclusive of handing over of the dismantled cable of the utility store if not relayed.
500
-
-
Dismantling( without damage) LT 3 phase 4/5 wire OH line including existing structure, strut, stays, cross arms, insulators etc. and transportation and stacking of all materials as per the instructions including digging out, loading and unloading to lorries without damaging the materials.
10
-
-
Dismantling( without damage) HT 3 phase 3 wire OH line including existing structure, strut, stays, cross arms, insulators etc. and transportation and stacking of all materials as per the instructions including digging out, loading and unloading to lorries without damaging the materials.
10
-
-
Dismantling the existing transformer, transformer structure, transformer foundation etc. of transformer installation and transportation and staking of all materials at suitable location as per instruction of engineer in charge including digging out, loading and unloading on to lorries, etc. of poles of pole transformer and materials without damaging the same. Erecting the transformer on the new constructed plinth and giving connections fittings etc. as per standards.
20
-
-
Dismantling existing one LT PSC/RCC/RS joist/TW pole, fittings, service connections as per instruction including digging out, loading and unloading and stacking at suitable locations including transportation.
25
-
-
Dismantling existing DP structure using A pole/PSC pole as per instruction including digging out, loading and unloading and stacking at suitable locations including transportation.
20
-
-
Dismantling existing one 11 KV A pole / PSC/RCC/RS joist/TW pole, fittings, service connections as per instruction including digging out, loading and unloading and stacking at suitable locations including transportation.
40
-
-
MISCELLANEOUS
-
-
-
Supply, installation at site LT/HT/RSJ/PSC/RCC poles with fittings including cross arms and insulators, cable looping, stay and including all materials.
20
-
-
Supply, one A pole ( painted MS) at site of required height including digging foundation, bac filling the pit as per standard and as per the instruction of engineer in charge.
15
-
-
Supply of HT PSC pole at site as required height including foundation and back filling pit as per standards and instruction of engineer in charge.
15
-
-
Fitting and erecting one HT "A" pole /PSC pole in position including fitting cross arms ( taken from the dismantled items) digging and back filling pit, providing stay as per the instruction of engineer in charge.
10
-
-
Fitting and erecting one pole /PSC pole in position including fitting cross arms ( taken from the dismantled items) digging and back filling pit, providing stay, drawing earth leads etc.
10
-
-
Stringing and shackling, fitting cross arms, insulators and binding, giving jumper connections etc. using ACSR Rabbit conductor for phase and ACSR weasel for neutral, LT 3 phase 4 wire line including cutting and removing tree branches where ever necessary and conveyance of all materials from stacking place.
3
-
-
Stringing and shackling, fitting cross arms, insulators and binding, giving jumper connections etc. using ACSR Rabbit conductor for phase HT 3 phase 3 wire line including cutting and removing tree branches where ever necessary and conveyance of all materials from stacking place.
4
-
-
Supply at site ACSR Racoon conductor
2
-
-
Supply at site ACSR Rabbit conductor
2
-
-
Supply at site ACSR Weasel conductor
2
-
-
Constructing transformer plinth foundation ( cement concrete) inclusive cost of all materials and as per specification of utility.
5
-
-
Dismantling and reconnecting 3 phase service wire required from OH line.
4000
-
-
Dismantling and reconnecting single phase service wire required from OH line.
6000
-
-
Providing and Laying XLPE insulated/PVC sheathed cable of 1.1 KV grade with aluminium conductor armoured of IS 7098-1/1554-1 of approved make in grouund as per IS:1255 including excavtion of 30cm *75 cm size trench,25cm thk under layer of sand , second class bricks covering ,refilling earth ,compaction of earth ,making necessary connection,testing etc as required of size-3.5 C*95 sqmm
3000
-
-
Laying of HT XLPE UG cable (of sizes beyond 3*185 sqmm and up to including 3*300sqmm )as per specification excluding excavation and backfilling
3000
-
-
Excavation of cable trench in all classes of soil and back filling after laying of cable (excluding laying of cable)
3000
-
-
LIGHT FIXTURES AND POLES
-
-
-
40 - 45 W LED light , 3000-4000 deg K with top Cover circular in aluminium with central knob for opening & Bottom frame composed of a ring in sheet aluminium, four arms in extruded aluminium and a flange in die-cast aluminium predisposed of a hole (28 mm) for fixing to support. Electric cable (diam. max 14 mm) inside to a upright. A Silicone gasket between the upper and lower frames. Pure polyester powder coating in Standard Grey Colour.IP Rating - IP 66. 100,000 hours(Ta-25°C) minimum. make NERI/Philips, Schreder/ any other approved make.
150
-
-
4M height Pole Made in combination of hot dip galvanised mild steel pipe sections 114mm dia. & 76mm dia. Decorative Cast iron Base design starting with dia 260mm for 130mm height, followed by a ring of 260 dia gradually tapering to a flat round surface of dia 170mm for 366mm height again followed by a ring dia 210mm and gradual tapering upto a dia 92mm as approved by the concerned Engineer the total height of decorative cast iron base is 700mm and weight- 32kgs. Decorative cast iron base should be provided with a flush door of length 228mm, width 124mm and height 30mm. Decorative Top Ring(weight- 3kgs.) is made of cast iron. Entire pole shall be made to provide pleasing aesthetics as approved by Concerned Engineer in-charge. After Fabrication, Entire Pole is hot dip galvanized(60 microns Minimum ) for the effective corrosion resistance . The hot dip Galvanised pole should be provided with an inbuilt junction box to fix 32A connectors and 6A MCB, at the bottom - the inbuilt box should have a flush door of suitable size. The decorative pedestal to be mounted on a suitable size steel plate. This mounting steel plate along with foundation bolts of suitable size to be used for ensuring firm grouting into the specially designed RCC foundation. wind pressure calculation as per IS 875(part-3) & structural calculation report as per EN40 should be submitted to verify the pole design. Pole & it's parts are painted in 3 layer coating(coating thickness-100 microns minimum) in which 1st layer with etch primer, 2nd layer with epoxy primer & 3rd final layer with PU paint - customised colour Metallic Grey.
150
-
-
LED FIXTURE , (25W-30W Power Module LED, 3000K/4000K, - WALL MOUNTED :it's - Upper frame made in die-cast and sheet aluminium (thickness: 2.5mm), with threaded coupling G3/4" for fixing, Bottom frame with ring made in die-cast aluminium and two arms made in hot dip galvanized steel, with flange for fixing equipped of a hole (diam. 28 mm) .Gasket between the upper and bottom frames. Painted with polyester powder coating in Standard Grey Colour. IP Rating - IP 66. make Philips/NERI/ Schreder/ or any other approved make.
10
-
-
Wall Bracket - design bracket which is made in combination of hot dip galvanised mild steel pipe section 33mm dia.(gradually bent) & rectangulargalvenised steel pipe section, to get 750mm horizontal arm length & pleasing aesthetics as approved by concern engineer, Wall Bracket is painted in 3 layer coating(coating thickness-100 microns minimum) in which 1st layer with etch primer, 2nd layer with epoxy primer & 3rd final layer with PU metallic paint – metallic grey.
10
-
-
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