Urban Development Authority Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Costs
EMD
₹ 52,520Document Cost
Refer DocumentsTender Fee
₹ 530
Summary
Repairs To Compound Wall,pavers And Drilling Of Borewell At Park Near Gst Office, Raghavendra Colony Second Stage, Ballari.
Description
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Contact
Tender Id
BUDA/2023-24/OW/WORK_INDENT16Bid Award Id
ViewTender No
BUDA/2023-24/OW/WORK_INDENT16Tender Authority
Urban Development Authority ViewPurchaser Address
-Website
http://http://www.bellary.uda.gov.in/
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Documents
BOQ Items
5.4 - Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)
47.59
6708
319255.1355
8.19.1 - Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge.
90
267
24097.5
2.1.4 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications.
4.5
6527
29375.325
20.12 - Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge
954.45
52
50108.625
11.34.A - Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding
720
176
127008
8.3.1 - Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick /stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
721.36
371
268129.512
8.25 - Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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.
91.36
143
13142.136
8.33.1 - Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life)
621
143
89330.85
8.33.3 - Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
47.6
145
6947.22
1.4.1 - Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.
31.5
254
8004.15
1.8 - 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.
10.5
497
5225.85
4.17 - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density-Wet Mix Macadam (Plant Mix Method)
7.88
2686
21173.166
6.8.1 - Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification)
105
1121
117747
8.1b - Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409-PCC M20 grade for kerb Cast in Situ
140
278
38955
8.27 - Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer 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
200
55
11130
8.41 - Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge
200
175
35070
10.16 - Removing & Resetting existing Heavy Duty Cobble/Interlocking stones /Pavers of thickness 60/75/80/100mm using Cement and 40mm thick sand bed ( average thickness ) and compacting with plate vibrator to achieve final desired compaction & setting of paver to its final level , including cost of materials, labour and usage charges of machinery complete as per specifications. (The cost of new paver/stones required shall be added separately)
45
508
22869
10.17 - Removing & Resetting existing Heavy Duty Cobble/Interlocking stones /Pavers of thickness 60/75/80/100mm using Cement and 40mm thick sand bed ( average thickness ) and compacting with plate vibrator to achieve final desired compaction & setting of paver to its final level , including cost of materials, labour and usage charges of machinery complete as per specifications. (The cost of new paver/stones required shall be added separately)
60
36
2205
12.4 - Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers's method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc NOTE:1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%,b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level).2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. etc. complete
1
5552
5552.4
12.1.1 - 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)
50
388
19425
12.1.2 - 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)
20
487
9744
44a - PVC pipe - OD 140mm and 6 Kg/sqcm for casing
18
417
7522.2
13.6.3 - Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of Engineer in chrge of work and latest ammendments etc complete-12STG
1
15241
15241.8
13.22.2 - 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. 1x3x2.5 Sqm
65
89
5801.25
13.43.1 - Supply and delivery at site brand new best make starter/ control panel suitable for following HP centrifugal pump confirming with ISI mark and its latest amendments.Upto 7.5 HP centrifugal pump
1
9975
9975
13.34 - Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work.
1
1522
1522.5
13.25 - Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets.
1
577
577.5
13.36 - Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box.
1
1207
1207.5
13.36 - 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.
40
141
5670
13.39 - Earthing: Providing and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia
1
3937
3937.5
1.17.1 - Earthwork excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width ) trench width 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 in the following strata.
27
275
7427.7
11.1.3 - 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. Light Duty GI pipe of 25mm dia
200
303
60690
1.10 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications
27
168
4536
11.6.5 - Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any For 40 mm dia GI collar:
8
216
1730.4
11.7.2 - Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II,1991 with latest amendments if any for 20mm dia GI Elbow
8
103
831.6
11.19.2 - Providing GM gland cocks tested against hydraulic pressure of 20 Kg/ m² with ISI mark For 20 mm dia GM gland cocks
8
439
3519.6
11.9.5 - Supply and delivery at site wrought middle steel (galvanized) GI tee confirming to IS 1239-II, 1991 with latest amendments if any -For 40 mm GI tee
8
199
1596
11.15.2 - 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 20 mm dia GM (Copper alloy) Gate valves
10
932
9324
1.1 - Gescom Deposit Charges.
1
5000
5000
1.14 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work
3.38
107
361.998
2.1.1 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately Mix 1:5:10 Using 40 mm nominal size graded crushed coarse aggregates
0.34
5604
1905.666
1.2 - Formwork for Centering- Foundation, Sub structure of Cross drainages. FOR PCC
5.22
280
1462.905
2.4.2 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite /trap /basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
1.28
6639
8498.112
2.12 - 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. Supplying, fitting and placing Mild Steel Reinforcement complete as per drawing and technical specification.
0.26
77398
20123.649
1.9 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
3.38
279
944.034
4.5.1 - Fabrication,Supplying,Erection,Testing and Commissioning of. ms longPolygon high mast with Single/Multiple telescopic sectionshaving,(minimum overlapdistanceof1.5 timesof top section) thickness as per BSEN10025grades 355JO/ASTMA572-50 steel sheet plate for shaft suitable to withstand wind velocity of 47m/s as per IS875 part 3 (as per GA Drawing).Baseplate as per IS2062/ASTMA572 50.Themastshallbe Galvanizedinsingle Hotdip as per BSENISO1461/ASTMA123 with an average 70microns as per IS 2629,and welded as per BS5135 Single L Seam joint The mast shall have 2 Way head frame with diecas tLM-6pulleys, stainless steel axle,Phosphorus Bronze bearing bush press-fitted with separate guides for 2runs of 5mm dia, stainless steel wire rope of AISI304 grade7/19-core, (Factor of Safety as per TR no-7). 2.5mm 2EPR insulated PCP sheathed trailing power cable housedinside the bottom shaft of mast with door having locking arrangement The mast shall have manual/ powertool (Suitable reversible geared motor operating on 230/415V,50Hz, shall be provide above15Mtrmast) The mast shall have lantern of 2segments, suitable dia with maxload carrying capacity as per IS 1239. Themast shall be erected on existing RCCfooting.The mast shall be supplied with 3 mm thick template, lightning arrester of 1.2m length galvanized pipe with top arrow fitted on top of the head frame cover andGLS type aviation twin lA fitting with wiring complete. (excluding foundation) as per technical data-12 m/12.5 m - Top 100 mm and Bottom 310 mm dia
1
134930
134930
11.8.8 - Supply of LED Streetlight with pressure die cast aluminum housing body with optimal heat sink for better thermal dissipition. Diffuser wiyh injection moulded & is made of polycarbonate material with high transmmission index, delivering superriour light out put, Rated life burning hrs. 50000hr. @ Lumen mantaince of 70. CCT 5500K,IP66 optical and electrical compartment impact resistence of complete luminaire IK. Power factor 0.9 with mains current should not be greator than 0.1A to 0.7A & surge protuction mini 4KV alongwith ower voltage/overload, short circuit/miswiring protection. compatible for pole mounting with outer dia of 40mm to 50mm. universal voltage driverto operate wide voltage range from 100V to 270V 50/60Hz application. over load & short circuit protection ensure reliable operation in spite of problem in output side. complaince to IS 10322/IEC 60598, LM 79 LM 80 Adherence with RoHS. UL. approved MCPCB. top acccess street light with single screw to ensure ease of maintaince at sight site location with minimized minimal tools. LED light fixture with.w system power consumption. LED Efficiency 130lm at 1W fixture efficiency 80lm/w wiyh niminal CRI 75. housingwith supplier word mark /name shall be engraved / Embossing on die cast housing / body part. Luminaire manufacture should have in-house facility accredited by NABL/CPRI & any Government certfied agency & design & development facility certifed by ISO 9001:2008. warranty of five years against any manufacturing defect working under standard electrical conditions asd mantioned above should be given by LED manufacturer &Cree/Nichia/Lumileds/Osram make LED Source-LED Streetlight 200 W
7
19666
137667.74
5.14.4 - Supply and fixing of 4 pole power contactor with NO/NC contacts on existing wood panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS -13947.-50A
2
8121
16243.1
5.15.2 - Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts,necessary phase separators,handle and wiring complete.Protection of Overload and Short circuit with adjustable thermal magnetic release,Microprocessor release shall have Earth Fault as perIS/IEC60947-2.(Icu 100 lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/OverLoad. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB.MCCB shall beprovided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open).Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism - 125 A 25 kA
2
8855
17711.88
5.14.4 - Supply and fixing of 4 pole power contactor with NO/NC contacts on existing wood panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS -13947.-50 A
4
8121
32486.2
5.41.2 - Supplying and Fixing angle iron frame size 50mm x 50mm x 6mm work fabricated out of MS Angle Iron and MS flat with bolts washer etc., and painted with two coats of red-oxide and then two coats approved paint.
4
406
1627.4
5.39 - Supplying, fixing and wiring Automatic powe factor controller fully static units controlled by 14 stage microprocessor operation, relays LED display self programming function for power stges and operating logic checking facility for healthy and efficient of each individual capacit5or bank measurement ofnetwork harmonics with indication whenlimit values are exceeded, C omprehensive displays withlarge, three place LED display Long term memory for settings, protection for over volrage, poer factor correction fault and no voltage to connect / disconnect banks with automatic recognition or with standard programs.
4
22289
89156.8
5.44.4 - Supply and Installation / fixing / provision of outdoor type Thermoplastic moduler panel enclosure with transparent polycarbonate lid, shook proof IP65 ( weather proof ), rust proof, dust proof, water proof, corrosion proof having internally Embedded gasket on boath lid and flap suitble to fix single phase / three phase Energy meter in suitable base plate and having a pravision for fuse /MCB cutout with suitble transprent hinged flap opening for operation MCB along with complete tamper proof SEALING facility-600 mm x 600 mm x 170 mm.
6
14955
89733.6
5.48 - Supplying and fixing Microprocesser Based Astronomical timer switch with using necessary bolts, nuts and washers.
6
4988
29929.74
1.1.4 - Open conduit system supplying heavy guage PVC conduite pipe 40mm dia 2.5mm thick confirming to IS 2509 with suitalb size bends , junction boxes adhesive paste etc and fixing using inverted wood plugs in case of RCC ceiling and RCc wall / stone structrue or rawl plugs in case of brick wall adn cement plastering the damaged portion using heavy guage saddles at an interval of 700mm using NF screws
20
153
3069.4
12.57 - Supplying fixing and wiring earth electrode for grounding of lifts, transformers DG sets etc.using 40mm dia 2.9 mm thick 2.5m long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode.The funnel should be enclosed in a CC chamber of 400x400x400mm with a cast iron cover. The earth electrode shall have staggered holes of 12mm dia and the electrode should be covered 150mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber.The connection from the electrode is to be established through GI strip using GI bolts and nuts.
1
4383
4383.68
6.4.1 - supplying of 1.1 kv , LT UG, cable having alluminium conductor PVC insulted, extruded inner sheated, galvanised , steel strip ( except 2cX 10 sq. mm wire armoured) conferming to IS-3975: 1990(No of strip indicated in GTP) & extruded PVC outer sheathed armoured cable with specified IS-1554 part-1:1998 & conferming to GTP of GROUP-A
25
97
2446.25
6.5.1 - Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe / stone were pipe/on wall/ on pole as required.
25
12
306
6.6.2 - Digging of trench of 0.6m deep x 0.50 m wide refilling the trench to the required ground level and consolidating etc complete as per civil SR KSRB I-2, P-7) insoll ( Hard)
25
105
2626.5
3.1 - Providing M-Sand : Supplying and filling in plinth, foundations / UG cable work with approved M-sand including watering, ramming, consolidating and dressing. The rate includes the cost of material, labour charges, required tools and plants etc., complete. Work shall be carried out as per the instructions of Engineer- in-charge of works as per the standard procedure
7.5
103
772.5
6.10.1 - supplying and fixing L.T. cast iron pot heads suitbles for 1.1 K.V class UG cable filled with necessry bitumen / insulating compound complete with terminals, clamps, bolts, nuts and washer etc.,
6
267
1606.8
1.4 - Electrification and service wire and deposit charges
1
13500
13500
1.6 - Cast Iron Powder Coating Garden Bench
10
8000
80000
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