Minor Irrigation Department Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Minor Irrigation Department Tender
Civil And Construction
Water Storage And Supply
Opening Date5 Nov 2024
Closing Date4 Dec 2024
Tender Amount₹ 3,83,95,774.05
Costs
EMD
₹ 5,76,000Document Cost
Refer DocumentsTender Fee
₹ 5,000
Description
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Contact
Tender Id
MI/2024-25/LI/WORK_INDENT2596Tender No
MI/2024-25/LI/WORK_INDENT2596Tender Authority
Minor Irrigation Department ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
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Documents
BOQ Items
MI04 - Earth work excavation for Foundation by mechanical means for all works & upto required depth as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse including cost of labour, tools, usage of machinery & other appurtenances required to complete the work etc., Complete with all lead and lift as directed by engineer incharge. In Soft Rocks ( 7.50 TO 9.00M))
125.93
562
70869.6261
MI05 - Excavation in hard rock of all toughness including boulders above 0.6, (0.113 cum) by approved controlled blasting methods for foundations of canal cross drainage and other appurtenant structures adopting only jack hammers for drilling holes and using delay detonators for control of vibrations and by making muffling arrangements for control of fly-rock and by adopting any one or combination of line drilling, pre-splitting, smooth blasting techniques to minimise damage to rock beyond excavation line and placing the excavated hard rock neatly in approved dump area as directed including cost of all materials,machinery, labour etc., complete with all lead and lifts. as directed by engineer incharge. (9.0 to 10.50 m)
110.94
824
91441.1856
MI06 - Providing and laying in-situ vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for plain concrete works including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, providing mortar layer for lift joints, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,Complete with all lead and lift as directed by engineer incharge
38.38
6067
232851.46
MI07 - Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from upto required height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost nof all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.( 0 to 5.00 m) Complete with all lead and lift as directed by engineer incharge. (0 to 5.00m)
205.62
7079
1455604.542
MI08 - Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works upto required height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost nof all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (5 to 10.00m) etc., Complete with all lead and lift as directed by engineer incharge.
110.58
7119
787279.839
MI09 - Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works fromupto required height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost nof all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Complete with all lead and lift as directed by engineer incharge. (10 to 15.00m)
110.58
7126
788025.1482
MI10 - Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works fromupto requited height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost nof all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. 0 to 20.00 m lift. Complete with all lead and lift as directed by engineer incharge. (15 to 20m)
113.43
7133
809099.5929
MI11 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto required height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates for columns (0 to 5m)
12
11911
142942.8
MI12 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges uptorequired height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates for columns (5 to 10m)
4.8
12500
60002.304
MI13 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges uptorequired height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates for beams (0 to 5m)
24
11211
269068.8
MI14 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto required height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates for beams (5 to 10m)
12.74
11715
149258.018
MI15 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto required height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.etc., Complete with all lead and lift as directed by engineer in-charge M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. for slabs (5 to 10m)
8.14
10930
88977.6888
MI16 - Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges etc., Complete with all lead and lift as directed by engineer in-charge
81.98
8211
673137.78
MI17 - 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 arrangements 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 cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications etc., Complete with all lead and lift as directed by engineer in-charge
12
2633
31596
MI18 - Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminum snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/ m²) including cost of materials, labour, usage charges of machinery etc., Complete with all lead and lift as directed by engineer in-charge
6.48
988
6402.24
MI19 - Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curingetc., Complete with all lead and lift as directed by engineer in-charge
241.27
429
103504.83
MI20 - Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour etc., Complete with all lead and lift as directed by engineer in-charge
241.27
156
37638.12
MI21 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Complete with all lead and lift as directed by engineer incharge
62.31
79011
4923175.41
MI22 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, Complete with all lead and lift as directed by engineer incharge
1494.16
266
397446.56
MI23 - Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling, water, all materials, usage& all other appurtenaces required to complete the work. Complete with all lead and lift as directed by engineer incharge
1406.14
474
666510.36
MI24 - Providing and constructing 300mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing and all other ancillary operations complete.Complete with all lead and lift as directed by engineer incharge
250.58
455
114013.9
MI25 - Earth work excavation for Foundation by mechanical means for all works & upto required depth as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work, In ordinary/soft rock without blasting upto required depth Complete with all lead and lift as directed by engineer incharge
282.076
363
102393.588
MI26 - Excavation in hard rock of all toughness including boulders above 0.6m dia. ( 0.113 Cum ) by approved controlled blasting methods forfoundations of canal cross drainage and other appurtenant structures for control of vibrations and by making muffling arrangements for control of fly-rock and by adopting any one or combination of line drilling / pre-splitting / smooth blasting techniques to minimise damage to rock beyond excavation line and placing the excavated hard rock neatly in approved dump area as directed including cost of all materials,machinery, labour and all other ancillary operations complete.(Organisation specific) Complete with all lead and lift as directed by engineer incharge
467.44
983
459493.52
MI27 - Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. Complete with all lead and lift as directed by engineer incharge
1
2140
2140
MI28 - Refilling available earth around trenches,pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering Including cost of all labour complete as per specifications Complete with all lead and lift as directed by engineer incharge
5957.76
160
953241.6
MI29 - Design, fabrication, supply, erection and commissioning of trash racks consisting of a number of panels of suitable height with vertical trash bars welded to structural steel frame at wider interval and provided with weld mesh frame for pump house intake structure including cost of all materials,machinery, labour, cutting, aligning, welding, finishing,cleaning,applying one coat of zinc rich epoxy primer and four coats cold applied coal tar epoxy paint etc., complete as per specifications and approved drawings with all lead and all lifts including packing / forwarding charges for other materials Complete with all lead and lift as directed by engineer in charge
0.719
131800
94764.2
MI30 - Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with MS angle of 65 x 65 x 8mm 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with: Complete with all lead and lift as directed by engineer incharge
15
4377
65655
MI31 - Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. Complete with all lead and lift as directed by engineer incharge (900 mm Dia).
50
4854
242700
MI32 - Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers’s method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. Complete with all lead and lift as directed by engineer incharge
1
5288
5288
MI33 - Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) (Borewell depth of 0 to 50 Mtrs ) etc., Complete with all lead and lift as directed by engineer in-charge
50
370
18500
MI34 - Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) (Borewell depth of (50 to 100Mtrs )etc., Complete with all lead and lift as directed by engineer in-charge
50
464
23200
MI35 - Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) (Borewell depth of 100 to 150Mtrs ) etc., Complete with all lead and lift as directed by engineer in-charge
50
493
24650
MI36 - Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) (Borewell depth of ( 150 to 200Mtrs ) etc., Complete with all lead and lift as directed by engineer in-charge
50
572
28600
MI37 - Supply of ISI mark 175mm nominal bore, plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7 m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10 kg/m prices include Collar-Medium duty Complete with all lead and lift as directed by engineer incharge
110
1933
212630
MI38 - Providing and laying at site of work MS casing caps as per IS 1239 (part- II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge
1
164
164
MI39 - Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000 ; 3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,to work site as per necessary ammendments and instructions of engineer incharge of work etc. complete (7.50 HP - 135 LPM @ 140 m = 12 STG Outlet Dia - 2.00”) Complete with all lead and lift as directed by engineer incharge
1
36620
36620
MI40 - Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments.1x3x4 Sqm etc. complete with leads and lifts as per the directions of Engineer incharge
190
135
25650
MI41 - Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal rotection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE: 1) DOL- Direct Online Starter 2) S-D- Star Delta Starter etc. complete. for outdoor etc. complete with leads and lifts as per the directions of Engineer incharge
1
17500
17500
MI42 - Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit with all necessary materials and labour tools and equipments, as per specifications,with testing of as per instructions of engineerin-charge of work Complete with all lead and lift as directed by engineer incharge
30
135
4050
MI43 - Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554 / 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. (For 50 mm dia GM (Copper alloy) Gate valves) Complete with all lead and lift as directed by engineer incharge
1
1688
1688
MI44 - Providing GM (copper alloy) reflex valves/ globe valves confirming to Class-I and as per IS 778/1990 with latest amendments, 1 No. and with ISI mark screwed female ends confirming to IS 554/ 1990 horizontal body hydraulically tested for 1.50 HP and seat hydraulically tested 1 HP etc. complete. (For 50 mm dia GM (Copper alloy) Globe valves) Complete with all lead and lift as directed by engineer incharge
1
794
794
MI45 - Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For: Heavy Duty GI Pipe etc. Complete with all lead and lift as directed by engineer incharge
160
442
70720
MI46 - Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II,1991 with latest amendments if any. Complete with all lead and lift as directed by engineer incharge
25
267
6675
MI47 - Supply and delivery at site wrought middle steel (galvanized) GI bend confirming to IS 1239-II, 1991 with latest amendments if any.Complete with all lead and lift as directed by engineer incharge
10
358
3580
MI48 - Supply and delivery at site wrought middle steel (galvanized) GI tee confirming to IS 1239-II, 1991 with latest amendments if any. Complete with all lead and lift as directed by engineer incharge
5
297
1485
MI49 - Supply and delivery at site wrought middle steel (galvanized) GI union confirming to IS 1239-II, 1991 with latest amendments if any. Complete with all lead and lift as directed by engineer incharge
10
267
2670
MI50 - Supply and delivery at site wrought middle steel (galvanized) GI plugs confirming to IS 1239-II, 1991 with latest amendments if any. Complete with all lead and lift as directed by engineer incharge
10
199
1990
MI51 - Supply and delivery at site wrought middle steel (galvanized) GI back nut/ check nut confirming to IS 1239-II, 1991 with latest amendments if any.Complete with all lead and lift as directed by engineer incharge
15
267
4005
MI52 - Drilling 50 mm dia. holes vertical or inclined upto 10 degrees to vertical in rock / masonry / concrete by percussion drilling method using waggon drill or any other suitable equipment including cost of all materials, machinery, labour, redrilling through partially set grout wherever required and all other ancillary operations complete.Complete with all lead and lift as directed by engineer incharge
48
357
17136
MI53 - Flushing grout holes of all sizes with water and air jets alternatively for an average period of 30 minutes and observing water intake after flushing including cost of all materials, machinery, labour and all other ancillary operations complete. Complete with all lead and lift as directed by engineer incharge
48
66
3168
MI54 - Consolidation grouting with neat cement grout mix of suitable consistency under specified grout pressure as directed in drilled holes by stage grouting method including cost of all materials, machinery, labour, redrilling if necessary etc., complete with all lead and all lifts. Complete with all lead and lift as directed by engineer incharge
1
13396
13396
MI55 - Providing and fixing 25 mm dia 2.75 m long ribbed steel anchor rods with one end split and driven fimly using steel wedge into 1.25 m deep 38 mm dia. hole drilled in bed rock and other end provided with L-bend for embedding in concrete / masonry for spillway and appurtenant works including cost of all materials, machinery, labour, steel wedge, drilling and cleaning hole, filling hole with thick cement slurry, driving anchor rod and all other ancillary operationsetc., Complete with all lead and lift as directed by engineer incharge
20
1274
25480
MI56 - Earth work excavation for Foundation by mechanical means for all works & upto required depth as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse including cost of labour, tools, usage of machinery & other appurtenances required to complete the work etc., Complete with all lead and lift as directed by engineer incharge In Soft Rocks (3 to 4.50m)
70.56
486
34302.744
MI57 - Providing and fixing of DI Double flanged wafer type (Concentric) / double eccentrically disc, Resilent seated Butterfly valves confoming to BS EN 593 / IS 13095 with shaft shall be of stainless steel AISI 410/431/420 and Renewable soft seal on the disc and body seat face of nickel weld overlay micro finished/Bolted External Seat of SS 304 / CF8 with Powder or liquid epoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Fce to face dimensions as per EN 558-1 Basic series 14 (DIN 3203 F4) or AWWA C 504 : 80 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuits. The flange drilling standard is IS 1538. hence, drilling of hole in the valves shall match with the pipe flange drilling standard, the valves are to be suitabale for buried operaion with the gear box sealed and lubricated for life time opration. ( All the drilled holes in the body shall be of though holes, no tapped holes will be allowed) etc., Complete with all lead and lift as directed by engineer incharge (200 mm dia.)
2
32679
65358
MI58 - Supply and fixing of Cast steel ASTM A 216 Gr.WCB double flanged Dual plate check valve Conforming to API 594 with latest amendments Shaft material shall be SS420/431 and spring shall be spring steel superior grade quality as detailed below of following diameters and types and conveying to work site, loading, unloading, stacking with appurtenances., complete with all lead and lift. The rates are inclusive of cost of Galvanised Bolts and Nuts: For class 150 etc. complete Complete with all lead and lift as directed by engineer incharge (200 mm dia.)
2
15122
30244
MI59 - Providing, erecting and commissioning M.S.fabricated Metallic Expansion joint as per requirement and Department's approved drawing and specifications, including machining and rubber ring and suitable for 16 kg/cm2 working pressure with required flanges of suitable size with nut bolts etc complete.The joint should have through long bolts so that during normal working pressure there should be no sliding movement of sliding flanges L.O.F (length over flange) should not be less than 75% of dia Complete with all lead and lift as directed by engineer incharge
2
12571
25142
MI60 - Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded / submerged arc welded mild steel ( Fe- 410 grade ) delivery pipes of specified diameter and plate thickness with flanged ends wherever required and provided with 1 coat 40 micron thick zinc rich epoxy primer paint and 3 coats 100 micron thick each coat coal tar epoxy paint for inner surface and 1 coat of 40 micron thick zinc rich epoxy primer paint and 2 coats of 100 micron thick each coat coal tar epoxy paint for outer surface including cost of all materials, machinery, labour, cutting, bending, welding, finishing, painting,conveying to spot, lowering, aligning, jointing,arranging water for testing, hydraulic testing at fabrication site and after laying and jointing at specified test pressure etc., complete as per specifications and approved drawings with all lead and lift. Complete with all lead and lift as directed by engineer incharge ( Dia. of delivery pipe is 200mm & thk. of plate is 4mm)
20
2966
59331.8
MI61 - Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded /submerged arc welded mild steel (Fe-410 grade) manifold pipe system of specified diameter and plate thickness with flanged inlets / outlets at specified locations for connecting pump delivary pipes and rising mains and provided with 1 coat of 40 micron thick zinc rich epoxy primer paint and 3 coats of 100 micron thick each coat coal tar epoxy paint for inner surface and exposed outer surface including cost of all materials, machinery, labour, cutting, bending, welding, finishing, painting, conveying to spot, lowering,aligning,jointing, arranging water for testing,hydraulic testing at fabrication site and after laying and jointing at specified test pressure etc.,complete as per specifications and approved drawings with all lead and lift. ( excluding cost of thrust block for anchoring / encasing manifild pipe ). Complete with all lead and lift as directed by engineer incharge( Dia. of manifold pipe is 300mm & thk. of plate is 4mm)
4
5058
20232.72
MI62 - Providing, erecting triple spur gear type Chain Pulley Block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark.(1 Tonne Capacity ) Complete with all lead and lift as directed by engineer incharge
1
16845
16845
MI63 - Supply & errection of 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 240 Sqmm, 3.5 Core, (30 GI Strips - 4 x 0.8 mm)
Complete with all lead and lift as directed by engineer incharge
200
862
172534
MI64 - Supply & errection of 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 120 Sqmm, 3.5 Core, (23 GI Strips - 4 x 0.8 mm) etc,, Complete with all lead and lift as directed by engineer in-charge
50
456
22844.5
MI65 - Supply & errection of Grounding of Towers/ Equipment- supply of Grounding of towers including cost of 40 mm dia 2.5 mm thick, class 'C' G.I. Pipe of 3 metres length as per specification with 50 X 6 mm GI Flats 3 metre long, salt, charcoal, including excavation charges etc., Complete with all lead and lift loading & unloading as directed by engineer incharge
8
7335
58680
MI66 - Supply, install and concreteGrounding of equipment with 50 x 6 mm G.I. Flat and connecting equipment to the earthmat/ground pit. Each point of earthing with all formation works like bending, twisting, rilling of holes and connecting by welding (inclusive of all T&P and consumables) to the arthmat/ground pit/point of earth connection, all the materials supplied by the contractor etc., Complete with all lead and lift , loading & unloading as directed by engineer incharge
80
335
26800
MI67 - Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS:8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100Volts as per IS-694:1990 4C X 6 Sq.mm Complete with all lead lift loading & unloading as directed by engineer incharge
50
328
16400
MI68 - Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS:8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100Volts as per IS-694:1990 4C X 2.5Sq.mm Complete with all lead and lift as directed by engineer incharge
50
148
7400
MI69 - Supplying, installing and commissioning electrode actuated water level transmitter of approved make with all accessoreis to protect against dry running of pump. Complete with all lead and lift oading & unloading as directed by engineer incharge
1
194040
194040
MI70 - Design, manufacture, supply, erection, trail running, performance testing and commissioning of vertical turbine pump of approved make conforming to IS: 1710 having specified pump output under specified operating head coupled to HT motor of adequate HP rating operating at 6.6 KV with flexible coupling, self water lubricated thrust bearings, discharge Tee with flanged end for connecting delivery pipe with all other standard accessories and safety devices and all other ancillary operations complete as per specifications, terms and conditions of contract. (80 hp 2 nos 1 working + 1 standby) = 2x80 =160 hp, Complete with all lead and lift loading & unloadingas directed by engineer incharge
160
15680
2508800
MI71 - Supply and installation of floor mounting type LTAC panel of approved make fabricated from sheet metal and painted with provision for suitable incoming and specified number of outgoing feeder inlets with metering panel and all other accessories complete for auxiliary supply as per specifications. Complete with all lead and lift loading & unloadingas directed by engineer incharge
1
468160
468160
MI72 - Concealed Conduit System Supplying heavy gauge PVC conduit pipe 25mm dia 2mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary Complete with all lead and lift as directed by engineer incharge
150
78
11700
MI73 - Supplying heavy gauge PVC Conduit Pipe 25mm Dia 2mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.Complete with all lead and lift as directed by engineer incharge
80
79
6320
MI74 - Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS:8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100Volts as per IS-694:1990 2C X 1.5Sq.mm Complete with all lead and lift as directed by engineer incharge
120
53
6360
MI75 - Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS:8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100Volts as per IS-694:1990 4C X 1.5Sq.mm Complete with all lead and lift as directed by engineer incharge
60
94
5640
MI76 - Point wiring using Copper wire with switch Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6A flush type SP control switch shall be fixed on the existingplastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point upto 3Mtr from tapping point to out let via switch Complete with all lead and lift as directed by engineer incharge
15
285
4275
MI77 - Point wiring using Copper wire with switch Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6A flush type SP control switch shall be fixed on the existingplastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch Complete with all lead and lift as directed by engineer incharge
10
394
3940
MI78 - Point wiring using Copper wire with switch Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Long point above 6Mtr upto 10Mtr from tapping point to out let via switch Complete with all lead and lift as directed by engineer incharge
8
570
4560
MI79 - Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. (6-32 Amps DP) Complete with all lead and lift as directed by engineer incharge
4
739
2956
MI80 - Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. (50-63Amps TPN) Complete with all lead and lift as directed by engineer incharge
2
3088
6176
MI81 - Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. III - Double Door 4Way TP &N etc, Complete with all lead and lift as directed by engineer incharge
1
4038
4038
MI82 - Supplying of 1440 rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete. 12" Sweep (300mm) etc, Complete with all lead and lift as directed by engineer incharge
4
2969
11876
MI83 - Fixing one exhaust fan after making a suitable nitch in the wall and finishing with cement mortar and colouring to match the existing wall or brackets, with bolts and nuts and a 5 amps, ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire of approved make with wire mesh and wooden frame. Complete with all lead and lift as directed by engineer incharge
4
707
2828
MI84 - Supply of round/square recess/surface mounted rolling type LED Down light with W GU 10 LED Lamp Rib Fabricated from Die cast aluminium with white powder coated pre wired to mains connector & has swiveling unit of aluminium die cast eye ball & LED Lamp position retained by circular wire spring, with Life of 25000 burning hours & 70% lumen maintenance with CRI greater than 80. Power Input: 220-240V at 50-60Hz & Power factor greater than 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition LED square or round down light 10-12W Complete with all lead and lift as directed by engineer incharge
6
885
5310
MI85 - Supplying and fixing of slim patty fitting, made out of CRCA Sheet metal body with locking type holder completely wired. Excluding Ballast & Flouresent Tube.1 x 4' Tube light fitting. Complete with all lead and lift as directed by engineer incharge
10
269
2690
MI86 - Supplying and fixing/replacing of 6/16/32Amps electrical accessories on existing switch board. Electronic stepped regulator. Complete with all lead and lift as directed by engineer incharge
2
281
562
MI87 - Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system. 56" Sweep (1400mm) Regular model Complete with all lead and lift as directed by engineer incharge
2
3031
6062
MI88 - Fixing a ceiling / wall mounting fan of all capacities and all types, with necessary clamps and 'S' hook made out of 15mm dia MS rod, with 5 amps. ceiling rose of approved quality with necessary length of 23 / 0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired.Complete with all lead and lift as directed by engineer incharge
2
315
630
MI89 - Supplying and Fixing 32mm dia class A GI pipe bracket up to 2.7 meters long terminated with a reducing collar of 40x25mm to which extra pipe of 175mm length is fixed for fixing LED street light fitting of all capacities on rail, RCC, wall, tubular pole, using suitable clamps, bolts, nuts and wiring using suitable capacity wires.Complete with all lead and lift as directed by engineer incharge
2
1295
2590
MI90 - Fabricating supplying and mounting MS box made out 18SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., Complete with all lead and lift as directed by engineer incharge
1400
-
532
MI91 - Supplying 4mm thick plastic sheet with necessary nitchesfor fixing switches, regulators etc., and fixing on existing wooden or metal box using N.F. screws. Complete with all lead and lift as directed by engineer incharge
800
-
328
MI92 - Supplying 6A flush type socket and 6 amps flush type SP switch either surface/flush mounting in existing gang box or in 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3654. (6Amps 3/5 Way) etc, Complete with all lead and lift as directed by engineer incharge
24
147
3528
MI93 - Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti
glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr at Lumen Maintenance of 70percent, maximum light intensity should be between 60 degrees to 70 degrees. CCT greater than 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire greater than IK08. Power Factor greater than 0.9 with mains, Surge Protection- Min 5KV along with Over voltage, Overload, short circuit,miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50-60Hz application. Compliance to IS 10322-IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location withminimized minimal tools. LED Light fixture with W System Power consumption. LED Efficiency greater than1301mw, nominal CRI greater than 75. Luminaire manufacturer should have in-house facility accredited by NABL,CPRI &any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree,Nichia,Lumileds,Osram make LED Source.LED Streetlight 40W Complete with all lead and lift loading 7 unloading as directed by engineer incharge
2
4024
8048
MI94 - Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness etc, Complete with all lead and lift as directed by engineer incharge (iii) By Mechanical means using Motor Grader A. In area of light jungle
46125
3
181271.25
MI95 - Earthwork excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc., and all other appurtenances complete (0.00 to 1.50m) strata. Complete with all lead and lift as directed by engineer incharge
2422.35
262
634655.7
MI96 - Earthwork excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc., and all other appurtenances complete (1.50 to 3.00m ) strata. Complete with all lead and lift as directed by engineer incharge
16.2
331
5362.2
MI97 - Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the strata. (0.0 to 1.50)m Complete with all lead and lift as directed by engineer incharge
1943.55
454
882371.7
MI98 - Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. (1.50 to 3.00)m Complete with all lead and lift as directed by engineer incharge
246.15
557
137105.55
MI99 - Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata.(Hard rock (requiring blasting) Depth upto 1.5 m) Complete with all lead and lift as directed by engineer incharge
396
669
264924
MI100 - Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. (Hard rock (requiring blasting) Depth 1.5 m to 3.0 m) Complete with all lead and lift as directed by engineer incharge
119.7
752
90014.4
MI101 - Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata.(Hard rock (requiring blasting) Depth 3.0 m to 4.5 m) Complete with all lead and lift as directed by engineer incharge
2.7
830
2241
MI102 - Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata.(Hard rock (blasting prohibited) Depth upto 1.50 m) Complete with all lead and lift as directed by engineer incharge
1248.3
1014
1265776.2
MI103 - Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata.(Hard rock (blasting prohibited) Depth 1.5 m to 3.0 m) Complete with all lead and lift as directed by engineer incharge
387.9
1120
434448
MI104 - Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Complete with all lead and lift as directed by engineer incharge (315mm OD, 16.6mm HDPE PE 100 PN 6)
4590
2607
11966130
MI105 - Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two "O" rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. Complete with all lead and lift as directed by engineer incharge (200 ID TEE fitting for 200mm dia Pipes)
7
1299
9093
MI106 - Providing and fixing 200 x 200 x 750 mm roughly dressed boundary /demarcation / chainage/ arrow stones including cost of all materials,labour, engraving marks, excavating pit, fixing in position, murum filling etc., complete with lead Complete with all lead and lift as directed by engineer incharge
463
270
125010
MI107 - Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.Complete with all lead and lift as directed by engineer incharge
25
2927
73175
MI108 - Supply and fixing of 350 mm DI Double flanged wafer type ( Concentric) / double eccentrically disc, Resilent seated Butterfly valves confoming to BS EN 593 / IS 13095 with shaft shall be of stainless steel AISI 410/431/420 and renewable soft seal on the disc and body seat face of nickel weld overlay micro finished/Bolted External Seat of SS 304 / CF8 with Powder or liquid epoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Fce to face dimensions as per EN 558-1 Basic series 14 (DIN 3203 F4) or AWWA C 504 : 80 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuits. The flange drilling standard is IS 1538. hence, drilling of hole in the valves shall match with the pipe flange drilling standard, the valves are to be suitabale for buried operaion with the gear box sealed and lubricated for life time opration. ( All the drilled holes in the body shall be of though holes, no tapped holes will be allowed) Complete with all lead and lift as directed by engineer incharge (350 mm dia PN 10)
1
85709
85709
MI109 - Earth work excavation for Foundation by mechanical means for all works & upto required depth as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work, In ordinary/soft rock without blasting upto required depth Complete with all lead and lift as directed by engineer incharge
68.404
446
30525.285
MI110 - Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works upto required height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Complete with all lead and lift as directed by engineer incharge
9.88
6652
65729.664
MI111 - Supplying to work spot rolling, lowering and placing in position RCC perforated rings in the already excavated pit including loading and unloading at both the destinations with all lead and lift with appurtenances., complete. 1200 mmx1250 mm Complete with all lead and lift as directed by engineer incharge
24
9544
229056
MI112 - Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to therequired pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc.For Outlet Pipe (63mm dia., 6 kg/sqcm & class 3) Complete with all lead and lift as directed by engineer incharge
14
161
2254
MI113 - Cutting charges only for cutting CI DI pipes already laid in the ground with necessary approved tools Complete with all lead and lift as directed by engineer incharge
7
58
406
MI114 - Providing and fixing of Single/ Double chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/ 50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation etc.complete. Complete with all lead and lift as directed by engineer incharge ( 80mm dia PN 10)
7
29005
203035
MI115 - Making cement mortar (1:1) and hemp yarn joint for CI pipes including cost of all materials like cement, sand, hemp yarn, water proofing materials, curing for 10 days and giving satisfactory hydraulic test pressure of 60 meters head of water etc. complete, (80 mm dia. pipes) etc, Complete with all lead and lift as directed by engineer incharge
7
97
679
MI116 - Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc.(110 mm PE 100 PN 10) Complete with all lead and lift as directed by engineer incharge
50
536
26800
MI117 - Cutting charges only for cutting CI DI pipes already laid in the ground with necessary approved tools Complete with all lead and lift as directed by engineer incharge
5
75
375
MI118 - Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vaCum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete 100 mm diameter Scour valve with accessories-PN-10 Complete with all lead and lift as directed by engineer incharge
5
10884
54420
MI119 - Making cement mortar (1:1) and hemp yarn joint for CI pipes including cost of all materials like cement, sand, hemp yarn, water proofing materials, curing for 10 days and giving satisfactory hydraulic test pressure of 60 meters head of water etc. complete 100 mm dia. pipes Complete with all lead and lift as directed by engineer incharge
5
137
685
MI120 - Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works upto required height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Complete with all lead and lift as directed by engineer incharge
8.07
6639
53577.9405
MI121 - Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. (800mm dia casing pipe) Complete with all lead and lift as directed by engineer incharge
16.5
4317
71230.5
MI122 - Providing casing embankment using semi-pervious soil available from excavation in layers of 250 to 300 mm ( before compaction )including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness,sorting out, breaking clods, levelling, sectioning edges / sides, watering,compacting to density control of not less than 95 percent using power roller etc., Complete with all lead and lift as directed by engineer incharge
67.97
132
8972.04
MI123 - Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately.Complete with all lead and lift as directed by engineer incharge
6.72
563
3783.36
MI124 - Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey( for 700 mm dia) Complete with all lead and lift as directed by engineer incharge
11.5
3623
41664.5
MI125 - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Complete with all lead and lift as directed by engineer incharge
47.84
2559
122422.56
MI126 - Providing and laying Dense Graded Bituminous Macadam with 120 TPH capacity HMP batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher 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.Complete with all lead and lift as directed by engineer incharge
10.82
9845
106522.9
MI127 - Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher 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 Complete with all lead and lift as directed by engineer incharge
0.48
10954
5257.92
MI128 - Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401.Complete with all lead and lift as directed by engineer incharge
3.24
2359
7643.16
MI129 - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Complete with all lead and lift as directed by engineer incharge
27.04
493
13330.72
MI130 - Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately.
8.13
322
2617.86
MI131 - Providing and laying in position Reinforced cement concrete for al Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works upto required height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.Complete with all lead and lift as directed by engineer incharge
15.13
6969
105450.048
MI132 - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction.Complete with all lead and lift as directed by engineer incharge
57.56
119
6849.64
MI133 - Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. 1000mm dia Complete with all lead and lift as directed by engineer incharge
15
9479
142185
MI134 - Providing and laying Dense Graded Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher 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.Complete with all lead and lift as directed by engineer incharge
1.66
8856
14700.96
MI135 - Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Complete with all lead and lift as directed by engineer incharge
31.7
2533
80296.1
MI136 - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. Complete with all lead and lift as directed by engineer incharge
2
3576
7152
MI137 - KSRRB M800-11.1.Painting lines, dashes, arrows etc.,on Roads in two coats on New Work:-Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Complete with all lead and lift as directed by engineer incharge
6
203
1218
MI138 - Laying of a geotextile filter between pitching and embankment slopes on which painting is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.Complete with all lead and lift as directed by engineer incharge
16.09
112
1802.08
MI139 - Providing and constructing protective railing consisting of cast in-situ railing posts of size 150 x 150 mm at bottom, 100 x 100 mm at top and 750 mm height, placed approximately at 2 m centre to centre in M-20 (28 days cube compressive strength not less than 20 N / sq mm) grade cement concrete using 20 mm down approved clean, hard, graded aggregates with each post reinforced by 4 numbers 8 mm dia.main bars embedded in kerb concrete for 400 mm depth and 5 numbers 6 mm dia. stirrups and fixing 3 rows of 40 mm dia. GI pipes with two coats of synthetic enamel painting over a coat of red oxide primer paint includingcost of all materials, machinery, labour, formwork, supports, fabricating and placing reinforcement bars, batching, mixing, placing in position, compacting, finishing, curing and all other ancillary operations complete.Complete with all lead and lift as directed by engineer incharge
6
1694
10164
MI140 - Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Complete with all lead and lift as directed by engineer incharge
9.49
89
844.61
MI141 - Providing and constructing 450 mm thick size stone pitching using 200 to 250 mm size stones with pin headers at 2 per m² set in CM 1 : 5 proportion by volume with pointing joints in CM 1 : 3 proportion by volume including cost of all materials from approved source, labour, packing stone chips and mortar into joints,finishing,curing etc.,complete with all lead and all lifts.If 150 mm thick murum bed is to be provided below pitching add Complete with all lead and lift as directed by engineer incharge
123.9
649
80411.1
MI142 - Operation and maintainance of civil and electromechanical components etc, of lift irrigation scheme including providing required number of technical and nontechnical manpower for 1st year etc, complete as per detailed specifications, drawings and direction of the Engineer in-Charge.
1
400201
400201
MI143 - Operation and maintainance of civil and electromechanical components etc, of lift irrigation scheme including providing required number of technical and nontechnical manpower for 2nd year etc, complete as per detailed specifications, drawings and direction of the Engineer in-Charge.
1
400201
400201
MI144 - Supply & errection of 9 Mtr Long RCC Pole etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
2
8818
17636
MI145 - Supply & errection of 9 Mtr Long PSCC Pole etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
2
5941
11882
MI146 - Supply & errection of Horizontal cross arms with ST Supports Clamps B & N etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
5
918
4590
MI147 - Supply & errection of 11KV 5KN Polymeric strain insulators (24mm Dia FRP Rod ) etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
12
205
2460
MI148 - Supply & errection of 11KV 45KN Polymeric insulators etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
3
186
558
MI149 - Supply & errection of Guy Set Complete with No.15 Strain Insulator etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
3
1763
5289
MI150 - Supply & errection of Rabbit ACSR Conductor etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
0.76
62898
47802.48
MI151 - Supply of Conductor Accessaries @ 3% etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
1
1334
1334.64
MI152 - Supply & errection of SE Electrode setc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
4
332
1328
MI153 - Supply & errection of Height Raiser etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
2
1998
3996
MI154 - Concreting for guy sets with Boulders, Mud and sand etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
5
250
1250
MI155 - Supply & errection of DP Transformer structure using RCC pole 9mt long, etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
1
38537
38537
MI156 - Supply & errection of 11KV,5KN Polymeric pin insulators (24mm Dia FRP Rod ) etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
3
205
615
MI157 - Supply & errection of 11KV 45 KV Polymeric strain insulators etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
3
186
558
MI158 - Supply & errection of Guy Set Complete with No 8 Strain insulator & Concreting materialsetc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
2
1763
3526
MI159 - Supply & errection of HT Metering Cubicle 11KV Class 3 CTs 3 PTs for 3 ph 4 wire metering with transferent cover TTB (HT metering Box Fabricated out of 3mm MS sheet Duly Epoxy powder coated ) with meter without load Break switch with modem etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
1
245316
245316
MI160 - Supply & errection of Load Break switch with pannel etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
1
74239
74239
MI161 - Supply & errection of 11KV 3 core XLPE UG cable 120 sqmm etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
80
1185
94825.6
MI162 - Supply & errection of heat Shrinkable out door type cable termination kit for XLPE Cable for 3 core 120 sqmm cable etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
4
7976
31904
MI163 - GI Pipe HT cable etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
60
1587
95220
MI164 - Construction of platform for mounting HT metering cubicle etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
1
80000
80000
MI165 - Supply & errection of 11KV lightning Arrester, Metal oxide 9kv, 5kA (3Nos) etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
1
4871
4871
MI166 - Supply & errection of HG Fuse 11KV solid core type etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
1
1306
1306
MI167 - Supply & errection of 200a Single Break GOS etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
1
10554
10554
MI168 - Supply & errection of H frame for mounting GOS etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
1
4655
4655
MI169 - Supply & errection of Earthing materials pipe for grouding etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
5
2678
13390
MI170 - Supply & errection of GI Wire 8 SWG etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
25
75
1876
MI171 - Supply & errection of Caution/ Danger Board etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
1
230
230
MI172 - Supply & errection of Anti Climbing Device ( 12mtr/ 1Kg GI Barbed wire )etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
2
131
262
MI173 - Providing of Concreting Material for 9Mtr RCC pole etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
2
4121
8242
MI174 - Supply & errection of collars for earthing pits etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
5
103
515
MI175 - Construction of Fencing and Jelly Spreading etc etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
1
114833
114833
MI176 - Supply & errection of 250 kva 11KV/433 Volts 3 phase 50 cycles Dist Tr with oil 4 star rated cable entry type etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
1
447620
447620
MI177 - Construction of platform for mounting Transformer etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
1
80000
80000
MI178 - Providing of Earthing materials pipe for grouding etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
2
2682
5364
MI179 - Supply & errection of GI Wire 8 SWG etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
5
77
389.25
MI180 - Supply & errection of Guy Wire 7/10 SWG etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
10
80
801.2
MI181 - Supply & errection of Collars for Earthing pit etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
2
100
200
MI182 - Supply & errection of LT Distribution Box with MCB etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
1
41000
41000
MI183 - Supply & errection of LT UG Cable 120 sqmm 3 1/2 core etc., completed with all lead, lift loading & unloading as per the direction of the engineer in-charge.
60
894
53696.4
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