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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹6.4 LAccepted-Finance ROPAR ROAD NALAGARH TEHSIL NALAGARH DISTRICT SOLAN HP | L-1 | Accepted-Finance Lowest | |
| 2 | L-2₹7.1 L+₹66,918.17 (10.4%)Accepted-Finance | L-2 | Accepted-Finance Higher amount | |
| 3 | L-3₹13.8 L+₹7.4 L (115.5%)Accepted-Finance | L-3 | Accepted-Finance Higher amount | |
| 4 | Not Admitted-Fee/PreQual/Technical VILLAGE DILWAN POST OFFICE DIARA TEHSIL AMB DISTRICT UNA HIMACHAL PRADESH | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹10.8 L
EMD Value
₹21,700
Closing Date
12 Mar 2020, 11:00 amClosed
Executive Engineer
Executive Engineer IPH Division Nalagarh
Augmentation of Water Supply at Sheed farm Nalagarh Jagatkhana in Tehsil Nalagarh District Solan H) Sub Head Construction of pump house cum attendant quarter providing internal electrification in pump house laying of GMS pipe 125 mm dia medium grade
2020_HPIPH_35313_1
13212-25 dated 19-02-2020
Open Tender
Civil Works
Item Rate
90 days
Nalagarh
Please refer Tender documents.
7 documents required · 7 mandatory
₹400
EE Nalagarh
₹21,700
Yes
18 Mar 2020
20 Feb 2020
12 Mar 2020
20 Feb 2020
12 Mar 2020
20 Feb 2020
Amount
Excavation in foundation trenches upto all depths in all classification of earth work such as pick work,jumper work, saturated soil including bailing of pumping out water,blasting soft/hard rock where blasting is prohibited.In all lifts including trimming and dressing of sides,levelling of beds to correct grade i/c shoring,strutting,planking timbering and dewatering wherever required,stacking the usable and un-useable material / soil separately and after laying, jointing of pipes returning the useable soil in trenches in trenches in 15 cm (fifteen centimeters) layers including consolidating of each of each deposited layer by ramming and watering and disposing of all surplus excavated soil un useable materials as directed within all leads & lifts including restoration of un-metalled surfaces to its original condition and including cost of diverson for traffic night signals, fixing caution boards, crossing over trenches for excess to houses, fencing etc.complete in all respect with in all leads & lifts as per the direction of the Engineer-in-charge.
Excavation in drain and channels etc. earth work for pipes upto all depths in all classification of earthwork such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft/hard rock or chiseling soft/hard rock where blasting is probihited in all lifts including jungle clearence wherever required, trimming & dressing of sides, levelling of beds to correct grade including shoring/struting, planking , timbering & dewatering wherever required stacking the useable/unuseable material/soil seperately & after laying, jointing & testing of pipes, returning the useable soil in trenches in 15cm layers including consolidating of such deposited layer by ramming & watering & then disposing of all surplus excavated soil/ unuseable material as directed with in all leads & lifts including restoration of un-metalled surfaces to its original condition & including cost of diversion for traffic, right signals, fixing caution boards, crossing over trenches for acess to houses, fencing etc. complete in all respect with in all leads and lifts and as per direction of the Engineer-in-charge at site of work.
Providing and laying cement concrete 1:6:12(Icement:6sand:12 graded stone aggregate 40mm nominal size)and curing complete excluding the cost of form work in foundation and plinth including carriage of material in all leads & lifts.
Providing and laying cement concrete work 1:2:4(1cement:2sand: 4 water borne aggregate 20mm nominal size & curing complete excluding the cost of form work and reinforcement for reinforced concrete work in suspended floors, roofs, landing shelve and their supports balconies beams, girders bressumers and centilevers upto floor two level. including carriage of materials within all leads and lifts complete in all respect.
Ist class brick work using common burnt clay building bricks in foundation and Plinth in cement mortor 1:6 ( 1 cement:6 sand ) in all leads and lifts as per the direction of the Engineer-in-Charge.
Ist class brick work using common burnt clay building bricks in superstructure in cement mortor 1:6 ( 1 cement:6 sand ) in all leads and lifts as per the direction of the Engineer-in-Charge.
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to giv a fair finish including centring. shuttering. strutting and propping etc with wooden battens and ballies. height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs.and removal of the same for insitu-reinforced concrete and plain concrete work in flat surfaces such as soffits of suspended floors,roofs,landings and like including carriage of material upto all leads and lifts.200mm in thickness.
Placing tor steel reinforcement for RCC work including bending, binding and placing in positon complete upto floor two level.including carriage of materials within all leads and lifts complete in all respect.
15 mm cement plaster in single coat on rough side of stone/brick masonry for interior plastering upto floor two level including arrises, internal rounded angle, chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with cement mortor 1:5 ( 1 cement : 5 sand ) in all leads and lifts as per the direction of the Enginner-in-Charge.
Providing and fixing pressed steel doors frames manufactured from commercial mild steel sheet of 1.25mm thickness including hinges jamb lock jamb,beed and if reuired angle threshold of mild steel angle of section 50X25 mm or base ties of 1.25 mm pressed mild steel welded or regidly fixed together by mechanical means,adjustable lugs with split end tails to each jamb including steel but things 2.5 mm thick with guards,lock strike plate and shock absorber as specified and applying a coat of approved steel primer after pretreetment of the surface as directed by Engineer-in-Charge.
Profile-"A".
Providing and fixing 1mm thick M.S.sheet door with frame of 40mmx40mmx6mm angle iron 3.15mm M.S. gusset plate at the junctions and corners including all necessary fittings, complete including applying a priming coat of red lead paint.using flat 30mm x6mm for diagonal braces and control cross/pieces including entire carriage of materials in all leads and lifts as per the direction of the Enginner-in-Charge.
Filling in plinth with sand under floors including watering, ramming,consolidating and dressing complete in all respect including entire carriage of materials in all leads and lifts as per the direction of the Enginner-in-Charge.
40mm thick cement concrete flooring 1:2:4(1 cement:2sand:4graded stone aggregate 20mm nominal size) laid in one layer finished with a floating coat of neat cement including carriage of materials with in all leads and lifts.
Providing and fixing on wall face 100mm dia. PVC (D-Plast) rain water pipes of working pressure not less than 4.5 kg/sqm including filling the joints with approved adhesive complete in all respect including entire carriage of materials in all leads and lifts as per the direction of the Enginner-in-Charge.
White washing with lime on undecorated wall surface ( two coats) to give an even shade including throughly brooming the surface to remove all dirt ,dust mortor drops and loose scale of lime wash and other foreign matter complete in all respect as per the direction of the Engineer-in-Charge.
Applying Birla white wall care putty over plaster surface after thoroughly brushing the surface free from mortar drops, dust, loose materials and other foreign matters sand papered smooth to give final matter finish to the surface complete i/c entire carriage of material upto all leads and lifts.
Finshing wall with water proofing cement paint of approved brand & manufacturer and of required shade on undecorated wall surfaces ( Two coats) to give an even shade after throughly brushing the surfaces to remove all dirt, dust and remain of loose powdered material in all leads and lifts and as per the dirction of the Engineer- in - charge.
Wall painting (two coats) with acrylic emulsion paint of approved brand and manufacture for interior grade on undecorated concrete/stone/plastered wall surfaces to give an even shade including thoroughly brushing the surface free from mortar dropping and other foreign matter and sand papered smooth including applying of putty a required for making the surface complete in all respect. i/c entire carriage of material upto all leads and lifts.
Providing plinth protection 50 mm thick in cement concrete 1: 3: 6 (1cement : 3 sand : 6 graded stone aggregate 20 mm nominal size ) including entire carriage of material and as per direction of the Engineer-in-Charge.
Applying priming coat over new steel & other metal surfaces after & including preparing the surface by thoroughly cleaning oil grease dirt and other foreign matter and scoured with wire brushes fine steel wool scrapers and sand paper complete with ready mixed priming paint brushing red lead, Red- oxide/zinc oxide chrome. with all leads and lifts .
Painting two coats(excluding priming coat)on new wood and wood based surfaces,with ready mixed paint,brushing to give an even shade including cleaning of all dirt,dust and other foreign matter,sand papering and stopping,with paint other than white.
Providing and fixing MS fan clamps type 1 of 16 mm dia bar bent to shape with hooked ends in RCC slab during laying including painting the exposed portion of roof as per standard design complete in respect including entire carriage of material and as per direction of the Engineer-in-Charge.
Providing and fixing M.S. grills of require pattern in wooden frames of windows etc. with M.S. Flats, square or round bars with round headed bolts and nuts or by screws plain grills in all leads and lifts as per the direction of the Enginner-in-Charge.
Laying,jointing testing & commissioning at site in trenches following plain ended GMS pipes of following dia of Heavy grade as under confirming to BIS 1239-(Part-I)-1990 or latest with upto date ammendments, capable of withstanding required test pressure as prescribed in BIS code in randum lengths of 5.5 to 6.5 mtrs.The pipes ends shall be bevelled suitable for butt weld including the cost of jointing with butt welding confirming to IS- 816-1969 or latest as applicable ( leak proof) in three layers at site of work with welding rods of standard make and all allied acessories whatever required for welding at site, tail pieces, tees & bends manufactured from parent pipes etc and cuttings of pipes wherever required etc. as per site requirement i/c carriage in all leads & lifts and as directed by Engineer-in-charge .( Earth work shall be measured and paid for seperatly)
125mm dia(Heavy Grade)
Providing, welding and fixing M.S plate flanges of 125mm dia (Nominal bore) of following flange Table conforming to ISI specification No. 6392-1971 or latest with upto date ammendments to GI pipe after every 100 meter or as per site requirement including cutting of pipes wherever required, welding in three layers (leak proof) confirming to specification as per prescribed in relevant IS Code i.e IS 816-1969 or latest as applicable with upto date ammendments with nuts, bolts & washers & specials etc. confirming to IS-1963 or latest with upto date ammendments including packing sheet i.e asbestos fibre sheet minimum 3mm thick and painting with anticrossive paints complete in all leads,lifts and carriage of material at site and as directed by the Engineer-in-charge.
125mm. dia flanged table-5.
Providing Supply of Kirloskar/Leader make of suitable dia cast steel double flanged sluice/ Cheak valve having size one size larger than the nominal dia of delivery of the pump or equal to dia of column pipe ( in case of Tube well) and capable of withstanding nominal seat pressure as mentioned in conforming to standards BIS/API with up to date ammendments.
Providing ,fixing and making tee 125x125 mm dia Complete in all respect.
Providing, fixing and making of bend 90 degree 125 mm dia Complete in all respect.
Supply, erection, testing & commissioning of submersible pumping set of reputed make such as KSB/Kirloskar/ Calama/ BS/Johnston, Amrut/Sabar/Oswal/Worthington conforming to latest relevent BIS code. The pump should be fitted with free flow impellers of bronze /suitable alloy as per BIS 5659 or latest with up to date ammendments suitable for clear water having Charcterstics as mentioned in iten No.15 greased packed bearings & shell with wound stator on motor side & with shaft protection sleeve on pump side ensuring better life for shaft conforming to BIS specifications. The pump shall be directly coupled to a submersible squirrel cage electric induction motor of Kirloskar/NGEF/Jyoti / Crompton make conforming to relevent BIS code with up to date ammendments totally dust & water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber chamber & grease packed lubricated bearings & provided with stainless steel thrust bearing plate to withstand non vertical loads with minimum wear & tear. It should also be fitted with a device to take up expansion of water with the heating of motor. The pump set should include water level guard, errection clamps, cable clips & depth gauge etc. & suitable for operation on data given below:-
Total Head in mtrs (i/c depth of Column Pipe in case of t/well) :- 76.20 mtr.
Capacity (in LPS) of each pump set :- 9.00 LPS.
Dia of R/Main (in mm) :- 125mm.
Length of R/Main ( in Mtrs) :- 250 mtr.
Dia of Column pipe (in mm) :- 80 mm.
Length of Colmn pipe ( in Mtrs) :- ----mtrs.
A). SITE CONDITIONS:-
i). Location of Site :- Near Village Jagatkhana.
ii) The altitude of place in which the motor is intended to work :- 435.00 mtrs.
iii) Humidity :- Wheather generally remains humid during monsoon season.
iv). Nature of atmosphere :- As normally encountered in Shivalik Ranges.
v). Detail of quality of water :- Clear cold water
vi).Water free from sand or not :- Yes.
vii). Water corosive or not :- Not.
viii).Turbidity :- 50 PPM.
ix). Type of well :- Tubewell.
x). Inside Dia of Well :- 200 mm dia
xi). Depth of water during HFL in the pond :- -------------
xii). Max. draw down :- 30.00 mtrs.
xiii). Depth of T/well well :- 125.00 mtrs.
xiv). Any other information or requirement :- ----
B). OPERATING CONDITIONS :-
i). Type of current :- AC three/single phase
ii). Operating frequency :- 50HZ.
iii). Rated voltage :- 400 (+/-) 10% volts
iv). System of earthing if any to to be adopted :- Double loop earthing as per BIS 3043-1987 latest with upto date ammendments.
v). Speed of revolution :-To be quoted by tenderer.
vi). Direction of rotation :- To be quoted by tenderer.
vii). No. of working hours per day :- 8 hours.
viii).The max. Temp. of cooling air & water in the place in which the pumpset is intented to work in ordinary service :- 35 degree.(Generally warm).
C). MOTOR:-
i). Ref to BIS code :- BIS 9283-1979 or latest with upto date ammendments.
ii). Type of enclosure of motor :- As per BIS 4691-1985 or latest with up to date ammendments
iii). Type of duty :- "S1" i.e. Continuous duty type as per IS-12824-1989 or latest with up to date ammendments.
iv).Mechanical out put in KW :- Suitable for driving submersible pumps required for duties specified against pumps. To avoid overloading of motor a margin of about 15-20% may be kept in the rated out put of prime mover.
v). Class of insulation :- Class ~B~ .
vi).Max.permissible temp. rise of motor reqd. if different from that given in B (viii) above :- To be specified by the tenderer.
vii). Particulars of test reqd. & where they are to be conducted:- As per terms & conditions attached.
viii). Particulars as to whether voltage limiting device will be employed:- Star Delta starter, oil immersed,fully automatic to be installed between bus bar & motor. Shunt capacitor is also proposed to be installed for improving the power factor at site.
(NOTE:- Star delta starter upto 37.5 KW & ATS for 37.5 KW & above)
ix). Type of motor :- As per BIS 9283-1979 or latest with upto date ammendments.
x). Details of shaft extension reqd :- To work with the pump offered satisfacterly.
xi). Breakway torque in terms of rated load torque & the corresponding breakway starting current which may be taken from the supply with the starting apparatus in circuit :- Breakway torque to be given by the tenderer but the starting current should not exceed 2.5 times of the full load current.
xii). Nature of load & any information regarding the driven machine which has a bearing upon the torque reqd. during the accelerated period, the kinetic energy of the moving parts to be accelrated & No.of starts during a specified period:- To work with the pump offered satisfacterly.
xiii) Where possible fault capacity of the system to which the motor is connected :- The motor should be able to withstand initial current of 2.5 times the rated current for two minutes without suffering damages or permanent deformations .
D). PUMPS:-
i) Nos of pumps required :- 2 No. Pump.( One act as stand bye)
ii). Spare parts required :- For two years normal maintenance as recommended by manufacturer.
iii). Type of drive :- Electric induction motor.
iv). Optional fittings required :- --------
PUMP OPERATING CONDITIONS:-
i). Capacity of pump (in lps) :- 9.00 LPS.
ii). Total head (in Mts.) :- 76.20 Mtrs.
If total head is not known then following details be provided:-
a) Static head delivery (in mtrs):- 10.00 mtrs.
b) Minimum depth of water (in mtrs) :- 9.00
c) Seasonal Variation in water level (in mtrs):- 9.00
d) Ground level to max. water level (in mtrs) :-
e) Ground level to delivery point (in mtrs):-
f) Pressure in the suction tank (in kg/cm^2)-
g) Pressure in the delivery tank (in kg/cm^2) :-
iii). Length of R/Main (in mtrs): 250 mtrs.
iv). Dia of R/Main (in mm):- 125mm.
v). Length of Column pipe (in mtrs) :- 53.00 mtrs.
vi). Dia of Column pipe (in mm) :- 80 mm
vii). Turbidity of water (in ppm) :- 50PPM
viii). Drive type :- Electric driven.
ix).Limits of total head in which the pump is reqd. to operate :- (-) 15% to (+) 10% of total head.
x) Suction/delivery size of pump :- To be specified by the tenderer.
xi). Efficiency of pump at :- To be specified by the tenderer.
a) duty head of as mentioned in in item no.15 :- 76.20 mtrs
b) (+) 10 % head of as mentioned in item no.15 :- 83.20 mtrs
c) (-) 15 % head of as mentioned in in item no.15 :- 64.77 mtrs
xii). Material of construction :- To be specified by the tenderer (manufacturers certficate to be appended)
Supplying and fixing at site suitable direct on line/oil immersed star delta/ATS/stator rotor starter of standard make such as MEI/Kilburn/Jyoti/ Siemens/Larson & Tubro conforming to BIS-8544-1979 latest with up to date ammendments for squirrel cage/slip-ring motor (make to be specified by the tenderers) mounted on panel board with magnetic type over load release & dashpot,time lag,under voltage release with initial oil filling .
Providing and fixing at site M.S. sheet 16 SWG steel fabricated floor mounted closed almirah type switch board including angle iron post of suitable height and size ISA 40x40x6mm duly painted comprising and capable of mounting the following accessories including the cost of these accessories with all internal electric connections. The drawing of panel board shall be subject to approval of Engineer in charge.
c). ICTP switches with HRC fuses of Kilburn/Larsen & Tubro/Standard/Siemen/Havells make and having capacity 30% extra of the operational rating of motor as per BIS 4064-1978 with upto date ammendments immediatly after the power meter of HPSEB.
d).Busbar chamber having three copper bars of suitable rating for full length equal to width of board of three live phases and one copper bar of half rating of full length for neutral conforming to BIS 8084-1976 and 11353-1985 read with 5578-1985 all latest with upto date ammendments.
e).ACB/MCB/Oil circuit breaker of suitable capacity of Kilburn/L &T/MEI/GEC/Standard make on incomming feeder for motors offered by the tenderer conforming to BIS 2516-1985 latest with upto date ammendments with initial oil filling whenever required & neutral linked under voltage release.
f).Three phase indicating lamps complete with toggle switches for individual motors conforming to BIS 3452 part I & II latest with up to date ammendments.
g) Earth leakage circuit breaker/relay of recommended make such as Kilburn/L&T/MET/GEC conforming to BIS-2516-1977 with upto date ammendments and of suitaible range which should have control box, oprating handel and trip/reset push button, on/ off indicators, re-indicating off spring condition of the circut breaker for over current protection. The circuit should be equipped with magnet thermal release with metallic tap CTS. It should also be fitted earth fault for tripping of breaker on occurance of earth fault on/ of breaker load side.
h).Hour run meter of reputed make of four digit capacity conforming to BIS-722 (latest edition)/recommendations.
i).Suitable three phase voltage monitor relay with all protections & usual indicators with electric sirens against single phasing, low voltage, high voltage & overloading & phase voltage difference as per IS-3842 with up to date ammendments.
j).Single phase preventor of reputed make & suitable capacity conforming to IS:1248 (P-V)-1983 with up to date ammendments
d).Supply & errection of floor/wall mounted power factor shunt capacitor conforming to BIS 2834-1986 or latest with upto date ammendments of BHEL/GEC/Machneil/ Mager/Bajaj/L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor ividually,of required KVAR according to HP of motor offered including cable Siemens/Gloster/ICC make from busbar chamber to capacitor & also including L&T//Kilburn/Standard/Siemen/Havells make ICTP switches conforming to BIS 4064-1978 or latest with HRC fuses (Range to be specified by the tenderer).
Providing and lowering of GMS (Heavy) column pipe assembly of size as indicated in item 15.05 including MS Flanges of appropriate table capable to withstanding nominal pressure as mentioned in item no.15 & confirming to IS 6392-1971 with up to date ammendments including the cost of rubber /asbestos gasket of maximum 3 mm thickness as per IS: 2712 -1979 and required numbers of nuts and bolts as per IS 1364 -1983.The column pipe should be provided & lowered as per the direction of engineer incharge. The same shall be of suitable thickness, grade & specification capable of withstanding minimum1.5 times the total presure as indicated in item no.15.01 unless otherwise specified properly jointed at every three mtrs including all neccessary accessories like increaser/ reducer , flanges ,tees, bends etc.including supporting clamps ( 2 Nos ) at the top of assembly and as per the direction of engineer-in charge (53 mtr column pipe of 80 mm dia (HG)+ 7.00 mtrs delivery pipe to connect the column pipe to Rising main = 6.00 mtrs length) 125mm dia GMS (HG)
Supply and fixing PVC Armoured 3 core copper cable for supply side 10mm2 hote water proof cable, 6mm square to submersible pump sets including entire carriage of material upto all lead and lifts.
Armoured PVC cable from existing Tube well to proposed Tube well 50 mm square 4 core including entire carriage of material upto all lead and lifts.
Wiring for light point / fan point / exhaust fan / call bell point with 1.5 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in PVC canduite and earthing the light point with 1.5 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable as required. including carriage of all material within all leads and lifts. Group "C"
Wiring for power plug with 2x4 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in PVC casing & capping along with 1 No.4 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable for earthing as required including carriage of material within all leads and lifts.
Wiring for power plug with 4x4 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in PVC casing & capping along with 2 No.4 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable for earthing as required including carriage of materials within all leads and lifts.
Wiring for light plug with 2x1.5 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in PVC casing & capping along with 1 No.1.5 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable for earthing as required including carriage of materials upto all leads and lifts.
Wiring for circuit/sub-main with 4x2.5 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in PVC casing & capping along with 2 No.2.5 Sq.mm.(4X2.5+2X2.5)HRFRLS/PVC insulated single core copper conductor cable for earthing as required including carriage of materials upto all leads and lifts.
Supplying and fixing metal box of 100mmx100mmx60mm deep (nominal size) on surface/recess with suitable size phenolic laminated sheet cover in the front including providing and fixing 5 pin 5/6 amps socket outlet and 5/6 amps, piano type switch,connections, painting etc. as required including carriage of materials upto all leads and lifts.
Supplying and erection of 6 amps. to 32 amps. rating, 10 KA breaking capacity, 240 volts, 'C' curves, miniature circuit breaker of following poles in the existing MCB DB complete with connections etc. as required "A" single pole including carriage of material within all leads and lifts.
Supplying and erection of 40/50/63 amps rating, 10 KA breaking capacity, 240 volts, 'C' curves, miniature circuit breaker of following poles in the existing MCB DB complete with connections etc. as required including carriage of material within all leads and lifts.Double pole Category "B" 63 Amp.
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, wireset,neutral link, earth bar, din-bar, detachable gland plate,blanking plate, cable, identification labels interconnections,phosphatized and powder painted, including earthing etc. as required including carriage of material within all leads and lifts.Single door-8 way.
Providing,installing,testing and commissioning of 2x36 Watt CFL street light Category "A" including wiring with 1.5 sq.mm. PVC insulated copper conductor single core cable as required complete in all respect including carriage of material within all leads and lifts.
Providing, installing, testing and commissioning of ceiling fan and regulator including wiring the rod of standard length (upto 30cm) with 1.5 Sqmm PVC insulated copper conductor single core cabe etc. as required sweep type. Category "A".
Providing,installing,testing and commissioning of 1x36 Watt FTL(T-8) shock proof slim (Category "A") including wiring with 1.5 sq.mm. PVC insulated copper conductor single core cable as required complete in all respect including carriage of material within all leads and lifts.
SACHN KUMAR
DAVINDER PAL
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