Public Health Engineering Department Tender
If you're looking for Rajasthan tenders online and are tired of typing tender ID over and again or going through the cumbersome government websites for it, you are in luck. We have collated every Eproc Rajasthan tender on BidAssist. And for any queries related to an e-tender Rajasthan, like bidding process, registration process, etc., are explained below. Read on.
Costs
EMD
₹ 7,47,340Document Cost
₹ 5,000Tender Fee
₹ 2,000
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_PHCJA_433110_1Tender No
ACE_PHED_NIT_46/2024-25Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://phedwater.rajasthan.gov.in/phed
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
150 mm dia
-
-
-
200 mm dia
-
-
-
250 mm dia
-
-
-
Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work)
Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.
-
-
-
100 mm dia
5550
1440
7992000
150 mm dia
-
-
-
200 mm dia
-
-
-
250 mm dia
-
-
-
Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work).
Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in Meter measurement of the item and shall not be paid separately. Supply may be in coil or straight length in 6 M/12 M.
HDPE PE-100 PN-6 (Dia in mm)
-
-
-
75 mm dia
7717.5
160
1234800
90 mm dia
518
228
118104
110 mm dia
-
-
-
Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work).
Note : Providing and fixing of all requisite specials as per
drawing, design and layout are inclusive in Meter measurement of the item and shall not be paid separately. Supply of pipe shall be in straight length in 6/12 M.
HDPE PE100 PN-6 (Dia in mm)
-
-
-
125 mm dia
-
-
-
140 mm dia
-
-
-
160 mm dia
-
-
-
180 mm dia
-
-
-
200 mm dia
-
-
-
225 mm dia
-
-
-
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety
provisions etc.
-
-
-
In all types of Soils
-
-
-
upto 1.5 m
5555.77
172
955592.44
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable materials for measurements and disposal of unserviceable materials as directed within a lead of 50 Mtr. including required all safety provisions etc.:
-
-
-
In Soft Rock
-
-
-
upto 1.5 m
2314.91
322
745401.02
In Hard Rock (Blasting Required)
-
-
-
upto 1.5 m
-
-
-
In Hard Rock (Blasting Prohibited)
-
-
-
upto 1.5 m
516.38
674
348040.12
Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters.
Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work.
-
-
-
Bituminous courses
-
-
-
Granular courses
-
-
-
Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks
as per technical specification and scope of work.
550.48
653
359463.44
Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and
scope of work.
207.78
4033
837976.74
Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work.
M20 grade Nominal Mix
1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
340.88
5312
1810754.56
Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confiMetering to BS- EN1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confiMetering to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.
Manually Operated Resilient Seated Sluice Valves of Class PN 1.6
-
-
-
80 mm dia
4
7877
31508
100 mm dia
2
9960
19920
125 mm dia
-
-
-
150 mm dia
2
16473
32946
200 mm dia
-
-
-
250 mm dia
-
-
-
Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer. Class PN 1.0
-
-
-
80 mm dia
4
2715
10860
100 mm dia
2
3160
6320
125 mm dia
-
-
-
150 mm dia
2
4964
9928
200 mm dia
-
-
-
250 mm dia
-
-
-
Providing, Supplying and fixing of D/F DI Pressure Reducing Valve in pipe line including jointing etc. complete as per standard/ technical specification and direction of Engineer-in-
Charge.
-
-
-
100mm diameter
-
-
-
Construction of Sluice Valve Chamber in required size and shape as per drawing including required excavationof earth in all types of soil such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar and all types of rocks etc.,disposing of surplus excavated material within a lead of 50 meters. The work includes laying of 100 mm thick plain cement concrete 1:4:8(1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) in bedding and foundation, construction of 150 mm thick RCC walls in M-20 grade C.C., covering it withcovering it with class -A loading ferro cement covers of required sizes and complete with removal of excess material and making clean the site upto the satisfaction of Engineer in chargematerial within a lead of 50 meters. The work includes laying of 100 mm thick plain cement concrete 1:4:8(1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) in bedding and foundation, construction of 150 mm thick RCC walls in M-20 grade C.C., covering it withcovering it with class -A loading ferro cement covers of required sizes and complete with removal of excess material and making clean the site upto the satisfaction of Engineer in charge
-
-
-
60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve
5
7660
38300
1200cm x 1200cm x 1300cm (depth) for 80/100/125/150 mm dia valve
-
-
-
Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valve of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended upto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 , Float Guide- HBT1.HP Orifice- HTB2/ SS,Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS 6418,Fastners - CS, Epoxy paint inside outside of food grade safe for drinking water
,Valves including all mateial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.
Note: Rates are exclusive of connecting tee, pipe piece and earth work.
-
-
-
Class PN 1.6
-
-
-
50 mm
-
-
-
80 mm
-
-
-
Supply, installation, testing and commissioning of MNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation as well as Utility Scale Solar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR, showing arrangement of panel in available space, installation of PV module on MS frame as per approved design and drawings. Mounting structure shall be suitably designed to withstand wind velocity up to 150km/hr. Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of 98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in string-level monitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5 years warranty. All cabling up to panel and metre, earthing etc. required accessories and taxes are inclusive. The work shall be executed as per detailed technical specifications, approved drawing and direction of Engineer in Charge.
Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. and suitable provision shall be included in tender document.
-
-
-
Supply, installation, testing and commissioning of MNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation as well as Utility Scale Solar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR, showing arrangement of panel in available space, installation of PV module on MS frame as per approved design and drawings. Mounting structure shall be suitably designed to withstand wind velocity up to 150km/hr.
Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of 98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in string-level monitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5 years warranty.
All cabling up to panel and metre, earthing etc. required accessories and taxes are inclusive. The work shall be executed as per detailed technical specifications, approved drawing and direction of Engineer in Charge.
Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. and suitable provision shall be included in tender document.
13200
57
752400
Work includes designing of solar panel area and structure, showing arrangement of panel on rectangular OHSR with flat roof/ MS fabricated structure with polyethylene tank
13200
8
105600
120cm. high fencing with angle iron posts 50x50x6mm. placed at every 3 Mtr. apart 30cm. in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner & every tenth posts to be strutted with 50x50x6mm angle iron provided with three horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staple including earth work in excavation etc. complete.
360
505
181800
In flates, tees, angles & Channals
-
-
-
Providing and fixing 1.2 metres high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven
with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 of MoRTH specification & type "A" as per IS : 278-1978 size designation 5 (line wire 2.24, point wire 2.00mm mass 97-106 g/m) includiing all material, labour.
-
-
-
Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cover.
-
-
-
Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and 2 pole motor operating at syncronised speed of speed 3000 RPM, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer's design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD.
-
-
-
2.2 KW
-
-
-
3.7 KW
-
-
-
5.5 KW
6
46370
278220
7.5 KW
-
-
-
9.3 KW
-
-
-
11.0 KW
-
-
-
15.0 KW
-
-
-
Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB, DOL starter, overload relay, ampere meter, volt meter, phase preventer, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 300mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18" and double door including in built locking system. The legs should be embedded in M-15 cement concrete platform. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply.
-
-
-
Up to 5.00 HP
-
-
-
Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay, ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 gauge
M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18" and double door including in built locking system. The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply.
-
-
-
Above5 HPand upto 10 HP
3
20924
62774.7
Above 10 HP and up to 15 HP
-
-
-
Above 15 HP and up to 20 HP
-
-
-
Above 20 HP and up to 30 HP
-
-
-
Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making
connection etc.
-
-
-
3 core 4.0 Sq.mm
66
163
10758
Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as
required of size.
-
-
-
10.0 Sq. mm 4 core
15
169
2535
Providing & Lowering in tube well ISI marked GI Pipe “B" class as per IS:1239 or amended up to date threaded and double flanged (welded) on both ends and two number 25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in
all respect.
-
-
-
32 mm dia
-
-
-
50 mm dia
66
597
39402
65 mm dia
-
-
-
80 mm dia
-
-
-
Providing, lowering, aligning, fixing in position in pipe line, CI double flanged Dual plate check valave of approved make of following Pressure rating & dia complete, as per API: 594/ API: 598 and of following specifications: Body & Cover of Grey cast iron of IS:210/ FG200 , Disc / plates - Cast steel ,Disc seal ring of EPDM/ NBR (food grade quality) ,Body seat of SS ,Face to face dimensions as per API: 594 ,Flanges Drilled as per IS:1538. Epoxy (Non-Toxic & suitable for drinking water) applied on body & cover inside and outside .
Shaft/Stop Pin of SS- AISI- 304/410 , Hinge SS AISI 316/304 / CS ,Spring SS AISI 316/304 , Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR "O "ring seal.Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised steel) ,Insersion rubber of black EPDM 6mm thick .
Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.as per API: 594 and flanges as per ISS of approved make of following Class and dia complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer in charge.
Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
-
-
-
Class PN 1.0
-
-
-
100 mm dia
3
7456
22368
Providing, lowering, aligning, fixing in position in pipe line, DI double flanged resilient seated Dual plate check valave of approved make of following Pressure rating & dia complete, as per API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Disc / plates - SG-400/12 or CF- 8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside
. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/410 , Hinge SS AISI 316/304,Spring SS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR "O "ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised steel) , Insersion rubber of black EPDM 6mm thick .Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.
Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Class PN 1.6
-
-
-
80 mm dia
-
-
-
100 mm dia
-
-
-
125 mm dia
-
-
-
150 mm dia
-
-
-
200 mm dia
-
-
-
250 mm dia
-
-
-
SITC of Bulk Flow Meter with removable mechanism class "B" confirming to ISO:4064:2005/ IS: 2373 of approved make of following dia sized pipelines and specifications complete: Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68, Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.
Note: Rates are exclusive of tail piece / dismantling joints and earth work.
-
-
-
80 mm dia
-
-
-
100 mm dia
3
13359
40077
125 mm dia
-
-
-
150 mm dia
1
20709
20709
200 mm dia
-
-
-
Providing , lowring laying , aligninng, fixing in position at all level/ depth C.I. class-B specials as per IS:1538, amended up to date in trench complete including all material, labour, testing and commissioning along with pipe line/ appurtenance as per Technical specification and as per direction of Engineer( Note:- E/W to be measured and paid seperately) plain ended CI specials including tail pice, spigot end and socket end.
-
-
-
Upto 300mm
75
69
5197.5
GSM Modem for SMS Facility- 24 V DC operated for bulk flow meter to transmit reading of
flow meter to LCC/MCC Centre
1
24799
24799
Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc. for holding
the riser pipe assembly of submersible pump set.
-
-
-
Construction and commissioning of RCC INTZE type Over Head Service Reservoir of
following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -
-
-
-
a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction.
b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.
c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M- 15 grade concrete laid over 150mm thick layer of compacted soil.
d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.
e) Conducting successfully hydro test and water tightness test as per I.S. code.
f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.
g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..
h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container.
i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.
j) Providing and fixing water level indicator (float type).
-
-
-
k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.
l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.
m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).
n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.
o) Lighting arrestor consisting of providing and fixing of 2 Nos. of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.
p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.
q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.
r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.
-
-
-
Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II 20 M Staging
-
-
-
100 KL, staging Height 20 m
-
-
-
150 KL, staging Height 20 m
-
-
-
200 KL, staging Height 20 m
-
-
-
100 KL, staging Height 20 m
-
-
-
300 KL, staging Height 20 m
600000
16
10098000
400 KL, staging Height 20 m
-
-
-
Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II 18 M Staging
-
-
-
100 KL, staging Height 18 m
-
-
-
150 KL, staging Height 18 m
-
-
-
200 KL, staging Height 18 m
-
-
-
250 KL, staging Height 18 m
-
-
-
300 KL, staging Height 18 m
-
-
-
400 KL, staging Height 18 m
-
-
-
Construction and commissioning of RCC flat slab Over Head Service Reservoir of following capacity and staging including all material and labour charges as per the Scope of work and Technical Specification, consisting of the following main activities: -
-
-
-
a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction.
b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.
c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M- 15 grade concrete laid over 150mm thick layer of compacted soil.
d) Providing and applying two coats of food grade epoxy paint on the inside surface roof slab, and 600 mm height of the vertical wall.
e) Successfully hydro test and water tightness test as per I.S. code.
f) Providing and applying three coats of anti-carbonation paint on the top surface of the roof slab.
g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc.
h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top Slab to bottom Slab inside container.
i) Providing and fixing of MS section ladder from the last landing to balcony and MS ladder with safety cage from balcony to top slab.
-
-
-
j) Providing and fixing water level indicator (float type).
k) Providing and fixing of hand railing all around the balcony, roof and staircase, consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.
l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.
m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).
n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.
o) Lighting arrestor consisting of providing and fixing of 2 Nos. of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm
p) CI/DI puddle collar shall be fixed in the bottom/slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.
q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.
r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.
-
-
-
Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 15 M
-
-
-
50 KL, staging Height 15 m
-
-
-
75 KL, staging Height 15 m
-
-
-
Providing Household Tap Connection as per technical specification and approved drawing as per relevant IS code (amended up to date) from HDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP mechanical Integrated saddle with inbuilt flow control valve made out of SS316 designed for 5 LPM discharge at 0.5 bar pressure , not exceeding the flow of 7 LPM at 2 bar and a compression elbow, moulded in single piece (Complete job) including digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming
/compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance with specification for potable water including GM Full-way Valve (IS:778 Mark) or wheel valve and specials with 20 mm nominal dia MDPE pipe PE 80 PN 16 as per ISO 4427 / 20 mm nominal dia PPR-C (Three layered) pipe PN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level. Note: Road cut and restoration is not part of this item and paid separately.
-
-
-
For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.
861
1786
1537746
Providing and fixing ISI mark (IS 9763: 2000 or amended upto date) PTMT bib cock 15 moinal bore minimum weight 92 gms and length 100 mm as per technical specification,
approved make and direction of Engineer in charge.
861
271
233331
Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be done by using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge..
1722
172
296184
Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.
-
-
-
M20 grade Nominal Mix
56.83
5312
301880.96
Add extra over item no 1.21 & 1.22 for providing 20 mm PE 80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr.
2755.2
40
110208
Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as
directed with in lead of 50 mtr. All kinds of soil.
-
-
-
Providing and laying in position cement concrete including curing compaction etc . Complete in specified grade excluding the cost of centering and shuttering. All work to plinth level using
crusher broken aggregate
-
-
-
M10 grade Nominal Mix ( with graded stone aggregate 20mm nominal size)
-
-
-
M15 grade Nominal Mix ( with graded stone aggregate 20mm nominal size)
-
-
-
Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of
columns etc.
-
-
-
P & F on wall face A.C. pipes (IS : 1626 part-I mark) of approved make with wooden plugs and M.S. clamps, jointing with spun yarn soaked in bitumen and C.M. 1:2 complete including
making good the wall.: 100mm dia.
-
-
-
Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.
-
-
-
100 mm dia
47
1947
91509
150 mm dia
53
2801
148453
200 mm dia
-
-
-
250 mm dia
-
-
-
Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-incharge.
MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet)
196.69
122
23996.18
Earth work in excavation over areas (exceeding 30cm depth, 1.5 mtr in width and 10 SQM in plan) for construction of open well, lift up to 1.5 Mtr. including taking out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 meter. All kinds of soil.
-
-
-
From 0 m to 1.5 m BGL
99.32
287
28504.84
Ordinary rock
-
-
-
From 1.5 m to 6 m BGL
297.95
611
182047.45
Hard rock (requiring blasting) useful material 30 %
-
-
-
From 6 m to 7 m BGL
-
-
-
From 7 m to 20 m BGL
-
-
-
Add extra over item No 1 for every additional; lift of 1.5 m or part thereof.
-
-
-
All Kind Of soil
99
61
6039
In Ordinary Rock
99
122
12078
In hard rock
-
-
-
From 4.5 m to 6.0 m BGL
99
183
18117
From 6.0 m to 7.5 m BGL
57
244
13908
From 7.5 m to 9.0 m BGL
57
305
17385
From 9.0 m to 10.50 m BGL
57
366
20862
From 10.50 m to 12.0 m BGL
57
427
24339
From 12.0 m to 13.50 m BGL
57
488
27816
From 13.50 m to 15.0 m BGL
57
549
31293
From 15.0 m to 16.50 m BGL
57
610
34770
From 16.50 m to 18.0 m BGL
57
671
38247
From 18.0 m to 20 m BGL
-
-
-
Add 20% extra over item No. 2.39 for excavation in saturated soil where pumping or baling out of water is required, including shoring strutting where required and dewatering.(Respective applicable rates)
From 6 m to 18 m BGL
453
176
79999.8
Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with wooden members and removal of formwork for upto floor three level for :Walls (any thickness) including attached pilasters, buttresses plinth and string course.Add extra for shuttering in circular work in plan up to dia 10m over item Nos. 4.7.1 to
4.7.2
547.58
190
104040.2
Addextra for shuttering in circular work in plan upto dia 10m on item no. 4.7.1
-
-
-
Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor
three level.
-
-
-
Thermo-mechanically Treated bars (Conforming of relevent IS code)
2579.1
70
180537
Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints excluding the cost of
centering, shuttering and reinforcement.
-
-
-
Walls (any thickness) including attached pilasters buttresses, plinth and string courses fillets
columns pillars pears abutments posts struts etc.
-
-
-
M20 Grade nominal mix (with graded stone aggregate 20mm nominal size)
41.07
5280
216849.6
Structural steel work in single section fixed with connecting plate including cutting hoisting
fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr. height
386.87
72
27854.64
Filling available excavated earth (excluding rock) in trenches plint side of foundation etc. in layers not extending 20cm in depth, consolidating each deposited layer by ramming &
watering including lead upto 50m.
-
-
-
Labour charges for horizontal boring 100 mm dia in open well in rocky strata with all types of rock cutting & drilling tools etc. including all T&P required for job including dewatering
arrangement.
360
540
194400
Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved by authority specification and the direction of the Engineer.
Apply corrosion, resistant, protection on inside and outside of casing pipe as per technical specification.
300 mm Dia 8 mm thick casing pipe with protective coating.
-
-
-
AIR PILLAR
-
-
-
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.
All kinds of soils
-
-
-
upto 1.5 mtrs
-
-
-
Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
-
-
-
Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement.
M20 grade Nominal Mix / Design Mix Providing M-25 grade concrete by using min 410 kg of cement per cum instead of M-20 grade design mix.
-
-
-
Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required) excluding the cost of centering, shuttering and reinforcement for Walls (any hickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.
M20 grade Nominal Mix / Design Mix
-
-
-
Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of
columns etc.
-
-
-
Footing PCC
-
-
-
Base Slab
-
-
-
Pillar below GL
-
-
-
Total
-
-
-
Columns, pillars, posts and struts etc. (Pillar above GL)
-
-
-
Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code)
-
-
-
River/Canal Crossing Estimate
-
-
-
Earth work in excavation over areas (exceeding 30cm in depth, 1.5 Mtr. in width as well as 10 Sqm on plan) including disposal of excavated earth lead up to 50m and with all lift
disposed earth to be levelled and neatly dressed:
-
-
-
Pumping out water caused by springs, tidal or river seepage, broken water mains or drains
and the like with pumping set of following H.P. including P.O.L./Power consumption etc. complete.
-
-
-
5 - 9 HP
-
-
-
Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.
-
-
-
M10 grade Nominal Mix (with graded stone aggregate 20mm nominal size).
-
-
-
Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints excluding the cost of
centering, shuttering and reinforcement. M25
-
-
-
Footing
-
-
-
Column upto GL
-
-
-
Column above GL
-
-
-
Subtotal
-
-
-
Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift.
-
-
-
Centering and Shuttering with plywood or steel sheets including strutting, propping bracing
both ways and removal of formwork for foundation in basements rafts, footings, straps beams, bases of columns etc. up to plinth level.
-
-
-
Footing
-
-
-
Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with wooden members and removal of formwork for upto floor three level for :
-
-
-
Column
-
-
-
Columns, pillars, posts and struts etc.
-
-
-
Providing and fabricating reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding (including cost of binding wire) all complete up to floor three level.
-
-
-
Thermo-mechanically Treated bars (Conforming of relevent IS code)
-
-
-
Provision for construction of switch room of size (4m x 3 m)
-
-
-
Earth work in excavation over areas (exceeding 30 Cm. In depth, 1.5 Mtr. In width as well as
28.83
116
3344.28
Random Rubble stone masonry for foundation and plinth in cement sand mortar above 30
cm thick wall in
-
-
-
In cement mortar 1:6 (1 cement : 6 coarse sand)
30
2320
69600
Honey comb brick work 23 cm thick with bricks of class designation 75 up to third storey in :
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand)
-
-
-
Deduction of Door
-
-
-
Deduction of Window
78.12
538
42028.56
Plaster on new surface on wall in cement sand mortar 1:4 including raking of joints etc.
complete fine finish : (12mm thick)
-
-
-
1:4 (1 cement :4 fine/ coarse sand)
-
-
-
Deduction of Door
-
-
-
Deduction of Window
156.24
98
15311.52
Cement concrtete grade 1:2:4 (1 Cement : 2 Coarse sand : 4 graded stone aggregate )
-
-
-
75mm thick with 20mm thick nominal size aggregate
18.75
445
8343.75
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishing
and reinforcement:
-
-
-
M20 grade Design mix (with weight batching plant only)
2.35
5711
13420.85
Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap
beams, bases of columns , etc. up to plinth level.
-
-
-
Wall (any thickness) including attached pilasters, buttresses, plinth and string course
48.96
154
7539.84
Suspended floors, roofs, landings, balconies and access platform.
18.75
214
4012.5
Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in
position and binding all complete
16.32
107
1746.24
Thermo-Mechanically Treated bars
110.79
70
7755.3
Providing & fixing door, window, chowkhats and other frames, including antitermite treatment,
M.S. flat, hold fasts of size 250 x 40 x 3mm fixed with M.S. bolt 5mm dia 50mm long duly embedded in cement concrete M-15 grade : Sheesham wood Grade-1
0.05
76597
3829.85
P & F IP-65 protected street light luminaire on existing bracket suitable for HPSV/ MH LAMP, made from powder coated single piece pressure die cast aluminium housing, electrochemically brightened and anodized POT optics aluminium reflector, heat resistant and toughened glass cover and accessories like copper ballast, electronic ignitor, capacitor, holder prewired up to terminal block etc. as required including making connection testing etc.
as required (without lamp)
-
-
-
Street Light Suitable for HPSV Lamps1 X 150 Watt
6
5250
31500
Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) of approved make in surface / recessed ISI marked ( IS:9537 P - II ) rigid steel conduit & it's accessories, round tiles,18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board & false ceiling point, 6 A switch, 3.0 mm thick ISI marked phenolic laminated sheet, pvc bushes, check nuts, zinc plated / brass screws, cup washers, making connections, testing etc. as required.Group-III
-
-
-
Short point (up to 3 mtr.)
3
185
555
Medium point (up to 6 mtr.)
3
311
933
Providing and fixing, flush door shutters non decorative type (hollow core construction) with internal frame of Ist grade wood having styles and top rails of 100 mm width & bottom and lock rails of 150 mm width with 3 Nos. cross battens of 50 mm thick width using 4 mm thick commercial ply on both faces of shutters & 6 mm thick beading of respective wood using with approved steel fitting as per
Annexure 'A' :-
-
-
-
25 mm thick.
-
-
-
Sheesham wood grade – I
11.88
1764
20956.32
Wiring of 3/5 pin 6 amp. Light plug point as per PWD specification for electrical Works with ISI marked 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor
1.1 kV grade (IS:694) and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) vergin material PVC conduit & it's all accessories( J.B. , Bends etc.) , round tiles,18 SWG
G.I. box with earth terminal of required size, 6 A switch, 3/5 pin 6 A socket, 3.0 mm thick ISI marked phenolic laminated sheet (IS : 2036 - 1995), Al. alloy/ cadmium plated iron screws 20 mm cup washers etc. all as per pre approved by Engineer in charge, making connections, testing etc. complete as required. For specification of copper Conductor, Phenolic Laminated sheet's & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
Short point (up to 3 mtr.)
6
197
1182
Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of
1.1 kV grade . Wire should be made from 99.99% purity copper, class 5 stranding in acc. to IEC 60228 for lower watt loss , oxygen free ( 10 ppm) for less chances of oxidization and higher silver content for gives better conductivity , insulation PVC type A ,flame retardant as per IS 10810-53, better amperage rating as per VDE 0298 part 4, , in existing surface or recessed PVC/ MS conduit/casing capping including all as per pre approved by Engineer in charge,making connections, etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
2 x 1.5 sq.mm
60
24
1440
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements
Past BiddersThis list is curated from the bidders of the similar tenders in the past
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%