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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 CrAccepted-AOC 0 MATADIN KAKRAHI KAKRAHI BHARTHANA ETAWA ETAWAH UTTAR PRADESH 206242 | ETAWAH | UTTAR PRADESH | 206242 | ₹3.6 Cr Quoted ₹3.9 Cr | L1 | Accepted-AOC Work awarded |
| 2 | L2₹4.4 Cr+₹43.2 L (11.0%)Rejected-AOC | ₹4.4 Cr+₹43.2 L (11.0%) | L2 | Rejected-AOC Rejected being L2 |
| 3 | L3₹4.4 Cr+₹43.2 L (11.0%)Rejected-AOC VPO MAJARI TEHSIL SHRI NAINA DEVI DISTT BILASPUR HP | ₹4.4 Cr+₹43.2 L (11.0%) | L3 | Rejected-AOC Rejected being L3 |
Tender Value
₹3.3 Cr
EMD Value
₹3.6 L
Closing Date
5 May 2020, 11:00 amClosed
Executive Engineer
Executive Engineer Jal Shakti Vibhag Division Jhandutta
Augmentation of source of LWSS Berthin Sergal Bhaba Kotla and LOP Sunhani in Tehsil Jhandutta District Bilaspur HP Under Jal Jeewan Mission
2020_HPIPH_36405_1
JHT-BLP03-782
Open Tender
Civil Works
Lump-sum
180 days
Berthin
As per NIT
7 documents required · 7 mandatory
₹2,500
Yes
Executive Engineer
₹3.6 L
Yes
Chief Engineer Jal Shakti Vibhag Hamirpur Zone Ham
26 Aug 2020
19 Mar 2020
5 May 2020
19 Mar 2020
5 May 2020
25 Mar 2020
19 Mar 2020 - 5 May 2020
24 Mar 2020
Amount
Schedule-B1Construction of 0.72 MLD Water Treatment Plant i/c all components.
Providing, installation, testing and commissioning of Water Treatment Plant of 0 .72 MLD capacity ( in the shape of rapid sand filter) of RCC construction in concrete design mix of grade M-30 but not linner than 1:1.5:3(for hydraulic structures) & M-30 ( for building work) as per proper design & drawing with all structural requirements including cost of construction of cutting for site development , C/o. retaining wall ,civil works, hoisting and errection of all steel works, providing and installation of all mechanical Electrical equipments/accessories, laying of all interconnecting GI/MSERW pipes and scouring arragements from all units with disposal of the same to appropriate place i.e. nearby nallah/khud/natural drainage, all types of valves, fittings and all other contingent works including cost of site development to adjust hydraulic levels as per proper layout contour plan at left bank of Seer khad near (Bella) Sunhani & capable of taking input and giving output as laid down in chapter-1 of NIT under all climatic conditions specified therein. The treatment plant includes C/O. Inlet chamber, Raw Water Tank,Presetteling tank,pashal flume, Alum solution tanks, Alum solution dozer, Lime solution tanks, Flash mixer , flocculator, Settling tank, Rapid Sand Filter, Back wash arrangement, Back wash pump and piping, Back wash pump house, Disinfection, Clear water tank, Foundation of various units, By Pass arrangement, Scour arrangement, Plant Building, Bearing capacity test, Laboratory equipment and furniture , Interconnecting paths, Walk ways, Boundary Wall, Inlet channel with ultra sonic channel flow meter, Chemical house with chemical handling and feeding arrangements, Providing and fixing of lighting arrangements with CUB LED lights of 25 Watts with in the boundry limit of plant area, The hydraulic design & capacity/sizes of all the important units shall be based on latest guidelines of Manual of Water Supply and Treatment published by CPHEEO, Ministry of Urban development (GOI) New Delhi. The structural design of various units shall strictly conform to relevant BIS Codes and specifications. Common design parameter for further details).
Schedule B2 C/ o Pump house for existing three Nos existing schemes
Excavation in foundation trenches etc. in all kinds of soil such as pick work,jumper work blasting work in soft or hard rook or by cum chiselling soft/ hard rock where blasting is prohibited in all leads and lifts including trimming where ever required dressing of sides and bed stacking the excavated soil clear from the edge of excavaton and then returning the excavated soil after completion of work in 15cm layers when required into plinths, side of foundation etc. Consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth within a lead of 20 mtrs.
Providing and laying cement concrete 1:4:8 ( 1 cement: 4 sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads & lifts as per the direction of Engineer in charge.
Providing and laying cement conctgete 1:2:4 (1cement: 2sand: 4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and rein forcement for reinforcement and to the entire satisfaction of Engineer - In - Charge. work in
Foundation , footing, bases of columns & like the mass concrete.
Columns, pillars, posts & struts up to all height .
Suspended floors, roofs, landings & shelves & their support balconies, beams, girders, bressumers & cantilevers up to floor two level
Providing form work of steel shuttering with steel plates as 3.15mm thick welded with angle iron in frame 30x30x5mm so as to fair finish including centring, shuttering floor two ceiling not exceeding 4 mtrs. and removal of the same for insitu reinforced conerete and plain concrete work in:-
Foundation , footing, bases of columns & like the mass concrete.
Flat surface such as soffits of suspended floors, roofs, landing and the like
Columns, pillars, posts & struts up to all height .
Edges of slab and breaks in floors and walls under 20 cm wide
Beams, cantilevers, girders & lintels, sides & soffits of beams, beam haunchings, cantilevers, bressumers & lintels not exceeding 1.00 metre depth in all height floor two level to floor three level
Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level as per direction and to the entire satisfaction of the Engineer-in-charge upto all leads and lifts.
Brick work using common brunt clay building bricks in pillar with CM 1:6 (1cement : 6 sand) above plinth level in square and rectananglar) :- 1st class bricks with in all leads and lifts as per the direction of the Engineer in charge.
Half brick work using common burnt clay building bricks in superstructure above 1st floor level in cement mortar 1:4( 1Cement, 4 Sand ) of 2nd class bricks complete in all respect with in all leads and lifts.
Providing and fixing presed steel door frames manufactured from commercial mild steel of 1.25 mm thickness I/chinges fans lag joints bend and if required threshhold of mild steel angle etc.(a) Profile "A" with in all leads and liftscomplete in all respect.
Providing and fixing glazed and pannelled,glazed or pannelled shutters for doors, windows & clerestory windows I/c bright finished/ black enamelled iron butt hinges with necessary screws.(a) 40 mm thick 2nd class deodar wood with in all leads and liftscomplete in all respect.
Providing and fixing wire gauge shutters using galvanised M.S. wire gauge of IS gauge specification 8 S.G with wire of dia 0.56 mm for doors,windows i/c bright finished black enamelled iron butt hinges with necessary screws 30 mm thick of 2nd class deodar wood with in all leads and lifts complete in all respect.
6 mm thick cement plaster to ceiling in C.M.1:3 (1Cement,3 sand) with in all leads and lifts complete in all respect.
15 mm thick cement plaster in single coat on rough side of brick/stone/concrete walls for interior plastering up to floor -2 level including arrisses,internal rounded angles,chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with in all leads and lifts in C.M 1:6 ( 1 cement,6 sand ) complete in all respect and entire satisfaction of Engineer- in- charge.
Cement concrete flooring 1:2:4(1cement:2sand:4 graded stone aggregate 20mm nominal size) laid in one layer finished with a floating coat of neat cement (40mm thick) in all leads and lifts.
15 mm cement plaster skirting up to 30 cms height with cement mortor 1:3 complete in all respect and entire satisfaction of Engineer- in- charge.
Providing and laying duro stone vetrified tiles NITCO or equivalent 300X300X10mm in coloured or approved shade in flooring , treads of steps and landing laid on bed of 12mm thick cement mortar 1:3( 1 cement: 3 sand) laid over and jointed with cement slurry finished with flush pointing in white cement mixed with pigment shade to match the shade of tiles as required complete in all respect and entire satisfaction of Engineer- in- charge.
white glazed tiles 6 mm in skirting , risers of steps 12 mm thick of size (30x45) cm thick Cement mortor 1:3 (1 cement : 3 sand) and jointing with cement slurry including carriage of material within all leads and lifts as directed by engineer-in charge.
Providing and fixing MS grills of required pattern in wooden frames of window etc with M.S flat square or round bars with round headed bolts and nuts or by screw with in all leads and lifts complete in all respect.
Providing and fixing anodised aluminium sliding door bolts anodised colour and shade with nuts and screws complete in all respect. 250X16 complete in all respect and entire satisfaction of Engineer- in- charge.
Providing and fixing aluminium tower bolts ( Barrel type ) anodised transparent or died to required shade with necessary screws complete in all respect. 200X10 mm
Providing and fixing aluminium tower bolts ( Barrel type ) anodised transparent or died to required shade with necessary screws complete in all respect.150x10 mm
Providing and fixing aluminium handles anodised,transparent or died to required shade with necessary screws complete in all respect. 125 mm
Providing and fixing aluminium handles anodised,transparent or died to required shade with necessary screws complete in all respect. 100 mm
P/F oxidized MS hocks and eyes 250 mm
Steel work welded in built up section, trusses and framed work including cutting, hoisting & fixing in position and applying a priming coat of red lead paint in grating framed guard bars, ladders, railing brackets & similar work complete in all respect and entire satisfaction of Engineer- in- charge.
Providing and fixing 0.60 mm thick pre-painted TATA/ ISI make sheet roofing over steel trusses(Pre-painted galvanized steel with hot dip metal zinc steel with top coat of regulaar notified polyster (RMP) organic coating of 20 mm nomial over sheet complete in all respect and entire satisfaction of Engineer- in- charge.
Providing ridges or hips 60 cm over all in prepaited steel sheet fixed with fastnors complete in all respect and entire satisfaction of Engineer- in- charge.
Providing eaves board 100 mm x 25 mm thick including fixing in position (2nd class deodar wood ) complete in all respect and to entire satisfaction of Engineer- in- charge.
Providing and laying cement concrete 1:6:12(1 cement: 6 sand : 12 graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in foundation and plinth and curing complete with in all leads and lifts and to the entire satisfaction of the engineer- in - charge
Providing plinth protection 50 mm thick in cement concrete 1:3:6 ( 1 cement, 3 sand,6 graded stone aggregate 20 mm nominal size ) with in all leads and lifts complete in all respect.
Supplying and fixing rolling shutter of approved make made of 80 mm x 1.25 mm MS lath interlocked together through their entire length and joined together to the end by end locks mounted on specially designed pipe shaft, with bracket side guides and arrangements for inside and out side locking with push pull operation complete but excluding the cost of the top cover and spring, shutters having width below 3.50 mtrs. complete in all respect and to the entire satisfaction of Engineer- in charge.
Providing and fixing 27.50 centimeter long with wire with spring grade No. 2 for rolling shutter complete in all respect and to the entire satisfaction of Engineer- in charge.
Providing and fixing top cover for rolling shutter 0.90 mm thickcomplete in all respect and to the entire satisfaction of engineer- in charge.
Distempering (two coat) with oil bound washable distemper of approved brand and manufacture and of required shade on decorated wall surface to give an even shade over and including a priming coat with distemper primer of approved brand and manufacture after throughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even and sand papered smooth. Priming coat with distemper in all leads and lifts.
Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surfaces (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials complete in all respect and entire satisfaction of Engineer- in- charge..
Applying priming coat over new wood and wood based surfaces after and including preparing the surfaces by thouroghly cleaning oil , grease , dirt and other foreign matter sand papering and knotting with ready mixed paint brushing wood primer pink
Painting two coats (excluding priming coat)on new steel and steel based surfaces with ready mixed paint brushing to given and even shade including cleaning of all dirt,dust and other foreign matter sand papering and stopping with ready mixed paint other that white in all leads and lifts.
Schedule B3 Construction of RCC DYKE & wire crate to protect RCC dyke and head works
Excavation in foundation trenches etc. in all kinds of soil such as pick work,jumper work blasting work in soft or hard rock, chiselling soft/ hard rock where blasting work is prohibited in all leads and lifts including trimming and dewatering where ever required dressing of sides and bed stacking the excavated soil clear from the edge of excavaton and then returning the excavated soil after completion of work in 15cm layers when required into plinths, side of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20 mtrs.
Excavation in foundation trenches etc. in all kinds of soil such as pick work,jumper work blasting work in soft or hard rock, chiselling soft/ hard rock where blasting is prohibited in all leads and lifts including trimming where ever required dressing of sides and bed stacking the excavated soil clear from the edge of excavaton and then returning the excavated soil after completion of work in 15cm layers when required into plinths, side of foundation etc. Consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth within a lead of 20 mtrs.
Providing and laying cement concrete 1:4:8 ( 1 cement: 4 sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads & lifts as per the direction of Engineer in charge.
Providing form work of steel shuttering with steel plates as 3.15mm thick welded with angle iron in frame 30x30x5mm so as to fair finish including centring, shuttering floor two ceiling not exceeding 4 mtrs. and removal of the same for insitu reinforced conerete and plain concrete work in:-
Foundation , footing, bases of columns & like the mass concrete.
Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillars, buttresses, plinth & string courses up to 4.00 metre height for vertical surface of tank complete in all respect and entire satisfaction of Engineer- in- charge.
Providing and laying cement concrete using 1;1.5:3 ( 1 cement: 1.5 sand :3 graded stone aggregate of 20 mm in size) and curing complete excluding cost of form work & reinforcement for reinforced concrete work in:-
Foundation , footing, bases of columns & like the mass concrete complete in all respect and entire satisfaction of Engineer- in- charge.
Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillars, buttresses, plinth & string courses up to 4.00 metre height for vertical surface of tank complete in all respect and entire satisfaction of Engineer- in- charge.
Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level as per direction and to the entire satisfaction of the Engineer-in-charge upto all leads and lifts.
Hiring of earth cutting/excavating machineries to be deployed for earth cutting/excavating or filling making leveling wherever required including cost of fuel oil lubricants and wages of operational staff any repair breakage during operation will be carried out by the owner at his own risk and cost including shifting of machinery one place to another place at required location. Actual working hours will be accounted for the payment and six hour per day working will required complete in all respect and entire satisfaction of Engineer- in- charge.
Wire crate made of GI wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for separately) GI wire 5 mm thick corresponding to SWG-6, 15x15 cm mesh.
Wire crate made of GI wire filled with boulders with square cut faces against the wire (wire crates to be measured and paid for separately) as per the direction of the Engineer- in-charge.
Schedule B4 Laying jointing and testing of G.I. Pipes in distribution network
Excavation in foundation trenches etc. in all kinds of soil such as pick work,jumper work blasting work in soft or hard rook or by cum chiselling soft/ hard rock where blasting is prohibited in all leads and lifts including trimming where ever required dressing of sides and bed stacking the excavated soil clear from the edge of excavaton and then returning the excavated soil after completion of work in 15cm layers when required into plinths, side of foundation etc. Consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth within a lead of 20 mtrs. PJW
Pick work
Laying, jointing & testing of screwed and socketted Galvanised Mild steel tube of following diameter and class including all specials and fittings as required complete as per actual site condition with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in Charge. ( Earth work in trenches to be measured and paid separately ) The GI pipe will be supplied by the department.
15 mm dia.(Light class)
20 mm dia.(Light class)
25 mm dia.(Light class)
32 mm dia.(Light class)
40 mm dia (Light class)
50 mm dia.(Light class)
80 mm dia (Light class)
Dismentalling of old GMS tube from trenches and stacked the pipe within all leads and lifts handed over to the Engineer -in- charge in all lead & lifts and to the entire satisfaction of the Engineer-in-charge.
15 mm dia.(Light class)
25 mm dia.(Light class)
32 mm dia.(Light class)
40 mm dia (Light class)
50 mm dia.(Light class)
Re-Laying and jointing and testing in trenches galvanised mild steel tubes 50mm dia [Light grade] tube fitting .
Providing and fixing of brass full way wheel valve of superior quality as per relvant IS code specification in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
15 mm dia.
20 mm dia.
25 mm dia.
32 mm dia.
40 mm dia.
50 mm dia.
B 5 Miscellenous items :- Providing and fixing fencing panel and providing Barbed wire fencing.
Excavation in foundation trenches etc. in all kinds of soil such as pick work,jumper work blasting work in soft or hard rook or by cum chiselling soft/ hard rock where blasting is prohibited in all leads and lifts including trimming where ever required dressing of sides and bed stacking the excavated soil clear from the edge of excavaton and then returning the excavated soil after completion of work in 15cm layers when required into plinths, side of foundation etc. Consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth within a lead of 20 mtrs.
Providing and laying cement concrete 1:6:12(1 cement: 6 sand : 12 graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in foundation and plinth and curing complete with in all leads and lifts and to the entire satisfaction of the engineer- in - charge
Brick work using common brunt clay building bricks in pillar with CM 1:6 (1cement : 6 sand) foundation and plinth level in square and rectananglar) :- 2nd class bricks with in all leads and lifts as per the direction of the Engineer in charge.
Pillars
Fencing panel
20 mm thick cement plaster in single coat on rough side of brick/stone/concrete walls for interior plastering up to floor -2 level including arrisses,internal rounded angles,chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with in all leads and lifts in C.M 1:6 ( 1 cement :6 sand ) complete in all respect and entire satisfaction of Engineer- in- charge.
White washing with lime on undecorated walls surface (two coats) to give an even shade including thoroughly brooming the surface dirt dust mortar dirt and other foreign matter in all leads and lifts.
Steel work welded in built up section, trusses and framed work including cutting, hoisting & fixing in position and applying a priming coat of red lead paint in grating framed guard bars, ladders, railing brackets & similar work complete in all respect and entire satisfaction of Engineer- in- charge.
Painting two coats (excluding priming coat)on new steel and steel based surfaces with ready mixed paint brushing to given and even shade including cleaning of all dirt,dust and other foreign matter sand papering and stopping with ready mixed paint other that white in all leads and lifts.
Providing and laying cement concrete 1:4:8 ( 1 cement: 4 sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads & lifts as per the direction of Engineer in charge.
Steel work welded in single section, including cutting, hoisting & fixing in position and applying a priming coat of red lead paint in RS joist, channel, angles, Tees for fencing post complete in all respect and entire satisfaction of Engineer- in- charge.
1.80 mtr. High barbed wire fencing with 2.5 mtr. Angle post 300 mm girth (minimum 2.5 mtr. C/C with 9 horizental lines and two diagonals of galvanised steel barbed wire ( IS code 278-1962 type-1) weight 9.38 kg per 100 mtr. ( minimum strained and fixed to posts with GI stapples, cost of post, strut and straining bolt shall be paid for seperately.
B6 Providing FHTC to House hold connection.
Excavation in foundation trenches etc. in all kinds of soil such as pick work,jumper work blasting work in soft or hard rook or by cum chiselling soft/ hard rock where blasting is prohibited in all leads and lifts including trimming where ever required dressing of sides and bed stacking the excavated soil clear from the edge of excavaton and then returning the excavated soil after completion of work in 15cm layers when required into plinths, side of foundation etc. Consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth within a lead of 20 mtrs.
Laying, jointing & testing of screwed and socketted Galvanised Mild steel tube of approved make or of approved rate contract of DGS & D/HP Government conforming to BIS 1239-2004 ( with upto date ammendements ) of following diameter and class including all specials and fittings as required complete as per actual site condition with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in Charge. ( Earth work in trenches to be measured and paid separately ) The GI pipe will be supplied by the department.
15 mm dia.(Light class)
Providing fittings and accessories e.g. Tee, Union, Nipple, Elbow,Wheel valve,1/4" ferrule, bib cock etc.required for House Hould connection upto domestic storage Tank.The 15mm dia. Wheel valve shall confirm to BIS 778:1980 CL all other G.I. fittings shall confirm to BIS specification.
Schedule B7 Providing electrical wiring to pump houses for existing three Nos schemes
Wiring for light point fan point exhaust fan point call bell with 1.5 sq.mm PVC insulated PVC sheathed copper conductor cable in casing and capping as required. Category-C
Supplying and fixing 15/16 Amp. Tumbler piano type switches. The existing switch box/cover including connection etc. as required.
Supplying and fixing 3 pin 15/16 Amp. Socket outlets on the existing switch box/cover including connection etc. as required.
Wiring for circuit / sub-main with following size PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in PVC casing and capping along with 1 No.HRFRLS/PVC insulated single core copper conductor cable of same size for earthing as required.2x2.5 sq.mm
Wiring for circuit / sub-main with following size PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in PVC casing and capping along with 1 No.HRFRLS/PVC insulated single core copper conductor cable of same size for earthing as required.2x4.0 sq.mm
Wiring for circuit / sub-main with following size PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in PVC casing and capping along with 1 No.HRFRLS/PVC insulated single core copper conductor cable of same size for earthing as required.2x6.0 sq.mm
Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet size 200mmx250mmx75mm deep.
Supplying and fixing of following way, single pole and neutral sheet steel MCB distribution board, 240 volts, on surface / recess, complete with tinned copper bus-bar, wire set, neutral link, earth bar, din-bar, detachable gland plate, blanking plate, cable, identification labels interconnections, phosphatized and powder painted, including earthing etc as required single door-6 way.
Supplying and fixing 8 Amp to 63 Amp rating 240 volts (a) series miniature circuit breaker of following poles in the existing MCBDB completed with connections testing and commissioning etc. as required category-A.
Supplying and fixing 40 Amp. To 63 Amp rating volts G-series miniature circuit breaker of following pole in the existing MCBDB complete with connection testing and commissioning etc as required. 40 Amp double pole.
P/F CFP lamps 18 watt
Providing and installed testing commissoining of celling fan of Bajaj/Crompton make complete with regulator , including wiring the down rods of standered length with 16/2.0mm twin twistwd fixing phenolic laminated sheet cover on the fan box etc. Celling fan 1400mm sweep category - A
P/F regulator for celling fan
Providing and Fixing following surface mouting T5 luminaries with powder coated CRCA sheet housing mirror optics reflector electrinic ballast decorative end caps suitable for 28 watt FTL(T5) , complete with all accessories, connection testing and commissioning etc.
1X 28 watt FTL(T5) cat -A
Providing and fixing of street light luminaries of pressure die cast aluminium housing , haet resistance toughened glass IP 66 Proction of category LSTP-72-CDL of Havells/ Crompton make having 72 watt capacity in all leads and lifts and entire satisfaction of the Engineer-in-charge.
Earthing with GI earthing 4.5mtr longx40mm dia including accessories and providing masonry and sure with copper plate having locking arrangement and watering pipe etc. (but without charcoal or coke and Salt) complete as required.
Providing and fixing 6 SWG dia GI wire on surface or incess for loop earthing as required.
Dogra Construction Company Pvt Ltd
MS Kamal Dev Sharma
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