Directorate Of Municipal Administration Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Costs
EMD
₹ 3,14,000Document Cost
Refer DocumentsTender Fee
₹ 5,000
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
DMA/2024-25/OW/WORK_INDENT28941Tender No
DMA/2024-25/OW/WORK_INDENT28941Tender Authority
Directorate Of Municipal Administration ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
Vol-1,P No-10, I No-1.19.2 - Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata.Ordinary/soft rock (without requiring blasting ) Depth exceeding 1.5 m, but not exceeding 3 m
375
584
219318.75
... More
Vol-1,P No-8, I No-1.14.1 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work - 0 to 3 m depth
998.44
107
106932.924
... More
Vol-1,P No-8, I No-1.14.2 - Earth work excavation for Foundation by mechanical means for all works & depth 3 m, to 6.0m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work - 3 to 6 m depth
212.12
122
26058.942
... More
Vol-1,P No-8, I No-1.14.3 - Earth work excavation for Foundation by mechanical means for all works & depth 6 m above, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work -6m to 7.5m
55.92
151
8455.104
... More
Vol-1,P No-8, I No-1.14.3 - Earth work excavation for Foundation by mechanical means for all works & depth 6 m above, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work - 7.5m to 9.0m
55.92
158
8877.8592
... More
Vol-1,P No-9, I No-1.15.2 - Earth work excavation for Foundation by mechanical means for all works &depth upto 3 m, as per drawing and technical specifications, including settingout, shoring, strutting, barricading, caution lights, including dressing ofexcavated surfaces, disposing off or levelling the excavated earth or sorting& stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m
49.73
446
22192.0125
... More
Vol-1,P No-9, I No-1.15.3 - Earth work excavation for Foundation by mechanical means for all works &depth upto 3 m, as per drawing and technical specifications, including settingout, shoring, strutting, barricading, caution lights, including dressing ofexcavated surfaces, disposing off or levelling the excavated earth or sorting& stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting Depth exceeding 3m, but not exceeding 4.5m
28.25
486
13733.7375
... More
Vol-1,P No-9, I No-1.15.3.1 - Earth work excavation for Foundation by mechanical means for all works &depth upto 3 m, as per drawing and technical specifications, including settingout, shoring, strutting, barricading, caution lights, including dressing ofexcavated surfaces, disposing off or levelling the excavated earth or sorting& stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting Depth exceeding 4.5m, but not exceeding 6.0m
13.98
510
7136.2308
... More
Vol-1,P No-9, I No-1.15.3.2 - Earth work excavation for Foundation by mechanical means for all works &depth upto 3 m, as per drawing and technical specifications, including settingout, shoring, strutting, barricading, caution lights, including dressing ofexcavated surfaces, disposing off or levelling the excavated earth or sorting& stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting Depth exceeding 6.0m, but not exceeding 7.5m
13.98
535
7492.8606
... More
Vol-1,P No-9, I No-1.15.3.3 - Earth work excavation for Foundation by mechanical means for all works &depth upto 3 m, as per drawing and technical specifications, including settingout, shoring, strutting, barricading, caution lights, including dressing ofexcavated surfaces, disposing off or levelling the excavated earth or sorting& stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting Depth exceeding 7.5m, but not exceeding 9.0m
13.98
562
7867.5246
... More
Vol-1,P No-15, I No-2.1.2 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement & formwork shall be paid separately).-Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse
aggregates
42.57
5947
253172.304
... More
Vol-1,P No-7, I No-1.9 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
539.21
279
150601.353
... More
Vol-1,P No-15, I No-2.2.1 - Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregatesas per relevant IS Codes machine mixed with super plasticizers laid in finishedlayers, well compacted using needle vibrators, including all lead & lifts, costof all materials, quality confirming to the requirements of relevant IS codes,labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
13.65
6601
90108.4275
... More
Vol-1,P No-16, I No-2.3.1 - Providing and laying in Cement Concrete for all Basement & surface levelworks, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevantIS Codes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, including alllead & lifts, cost of all materials of quality, labour, Usage charges of machinery,curing and all other appurtenances required to complete the work as pertechnical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
76.36
6639
506965.494
... More
Vol-1,P No-16, I No-2.4.2 - Providing and laying in position Cement Concrete for all Sub structures ofbuilding, Irrigation works, Sub structure works of bridges, Drain works &other parallel works from 0.50m to 3.50 m height. The granite/trap/basaltcrushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, includingall lead & lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
10.29
6639
68316.8535
... More
Vol-1,P No-18, I No-2.11h - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures
14.96
82961
1241104.788
... More
Vol-1,P No-17, I No-2.5.1 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
26.51
6961
184549.365
... More
Vol-1,P No-111, I No-1a - Centering & Shuttering (Percentage on finished rate of concrete per m3) - Foundation, Sub structure (8%)
13.65
528
7208.7015
... More
Vol-1,P No-111, I No-1a - Centering & Shuttering (Percentage on finished rate of concrete per m3) - Foundation, Sub structure (8%)
0.52
531
276.1876
... More
Vol-1,P No-111, I No-9 - Centering & Shuttering (Percentage on finished rate of concrete per m3) - Columns (70%)
3.74
4873
18225.207
... More
Vol-1,P No-111, I No-11 - Centering & Shuttering (Percentage on finished rate of concrete per m3) - Earth retaining structures (10%)
75.84
663
50351.6928
... More
Vol-1,P No-111, I No-14 - Centering & Shuttering (Percentage on finished rate of concrete per m3) - Beams & Lintels of Building (60%)
10.94
4176
45695.286
... More
Vol-1,P No-111, I No-15 - Centering & Shuttering (Percentage on finished rate of concrete per m3) - Roof Slab of Building (50%)
3.77
3319
12514.8166
... More
Vol-1,P No-111, I No-15 - Centering & Shuttering (Percentage on finished rate of concrete per m3) - Roof Slab of Building (50%)
12.6
3480
43857.45
... More
Vol-1,P No-111, I No-19 - Centering & Shuttering (Percentage on finished rate of concrete per m3) - Chejjas, Canopy & Other Architectural projections of minor sections (45%)
1.6
3132
5012.288
... More
Vol-2,P No-9, I No-5.1.1 - Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :
12.24
5891
72112.572
... More
Vol-2,P No-13, I No-6.3 - Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:4 (1 cement: 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
13.16
9317
122620.932
... More
Vol-2,P No-85, I No-11.34A - Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding
545.27
176
96185.628
... More
Vol-5,P No-111, I No-7.1.1 - Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with:
15.1
4595
69397.335
... More
Vol-2,P No-46, I No-8.25 - Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
70.68
143
10167.318
... More
Vol-4,P No-86, I No-6.38 - Design, fabrication, supply, erection, testing and commissioning EOT crane consisting of double girder box type construction, rail mounted end carraiges with long and cross travel arrangement, main and auxiliary hoists of specified capacity, rails, pendant control, gear boxes, electric motors, brakes, rope drums, wire ropes, sheaves, end buffer stoppers, pendant operated DSL bus bars with all accessories for main and auxiliary hoists for handling pumps and accessories in pump house including cost of all materials,machinery, labour,cutting, aligning,welding, finishing, cleaning, greasing, applying two coats of zinc chromate red oxide primer and three coats of synthetic enamel paint and all other ancillary operations complete as per specifications and approved drawings.
1.25
222705
278381.25
... More
Vol-5,P No-87, I No-7.8 - Providing and fixing 40mm dia. GI pipe medium duty pipes hand railing 3 rows fixed to RCC 1:2:4 vibrated post of 150x150mm at bottom and 100x150mm at top, placed at 2 Mtrs. intervals for a height of 750mm including curing, painting GI pipes with two coats of anticorrosive steel paint over a primer coat etc. with all lead lift etc. (The rate per meter is for 3 rows of GI pipes and RCC post)
24
1393
33440.4
... More
Vol-2,P No-41, I No-8.2.1 - Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
437.64
309
135558.99
... More
Vol-2,P No-48, I No-8.40 - Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
16.14
120
1948.905
... More
Vol-4,P No-133, I No-2.2 - Fabrication, supply, erection, testing and commissioning of sliding type vertical lift gate consisting of skin plate, horizontal and vertical stiffeners, seal seats, sponge rubber seals lifting handles etc., with all accessories for vented dam / field channel including cost of all materials, labour, cutting, aligning, welding, finishing, cleaning, applying two coats of anti corrosive bituminous black paint over a coat of zinc chromate red oxide primer paint, seal fixing etc., complete as per specifications and approved drawings with all leads and lifts.
60
211
12663
... More
Vol-2,P No-83, I No-11.28 - Providing and fixing stainless steel ( Grade 304) railing made of Hollowtubes, channels, plates etc., including welding, grinding, buffing,polishing and making curvature (wherever required) and fitting thesame with necessary stainless steel nuts and bolts complete, i/c fixingthe railing with necessary accessories & stainless steel dash fasteners,stainless steel bolts etc., of required size, on the top of the floor orthe side of waist slab with suitable arrangement as per approval ofEngineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nutsbolts, fasteners etc.) including cost of materials, labour, usage chargesof machinery complete as per specifications and as per directions ofthe Engineer-in-Charge
77
593
45680.25
... More
Vol-3,P No-17, I No-3.1 - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work
286.77
89
25594.2225
... More
Vol-2,P No-13, I No-6.4 - Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
20.72
9094
188428.716
... More
Vol-2,P No-42, I No-8.8 - Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
77.88
389
30338.154
... More
Vol-2,P No-43, I No-8.10 - Providing 6 mm cement plaster with cement mortar 1:3 (1 cement: 3 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
40
221
8862
... More
Vol-2,P No-108, I No-12.84 - Providing & fixing of 2 track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL 9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)
18.36
5274
96833.394
... More
Vol-2,P No-109, I No-12.85 - Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)
7.61
6004
45697.6695
... More
Vol-2,P No-45, I No-8.28 - Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
616.69
93
57629.6805
... More
Vol-2,P No-61, I No-9.17.2 - Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. - Size of tiles 600x600mm
20
1233
24675
... More
Vol-2,P No-65, I No-9.38 - Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications
1.73
1461
2528.568
... More
Vol-2,P No-51, I No-8.63 - Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work as per specifications and as per directions of Engineer in charge.
66.18
86
5698.098
... More
Vol-2,P No-51, I No-8.58 - Distempering with dry distemper of approved brand and manufacture (one coats) and of required shade on old work to give an even shade. as per specifications and as per directions of Engineer in charge.
40
47
1890
... More
Vol-2,P No-78, I No-11.6.1 - Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.
15
2764
41469.75
... More
Vol-1,P No-7, I No-1.10 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications
3035.31
168
509932.08
... More
Vol-5,P No-52, I No-4.2.3 - Providing and laying Ductile Iron pipes of class conforming to IS 8329:2000 with latest amendments, conveying to work site, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations, cutting of pipes wherever necessary, jointing with DI specials (excluding cost of specials) and rubber gaskets, cleaning the socket and spigot end with soap solution, applying soft soap to the socket and spigot ends before insertion of rubber gaskets, jacking and fixing in perfect conditions etc. The cost to include soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. (The contractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately) Note: In sewerage projects for internal cement mortal lining ( CML ) of DI pipes, if High Alumina Cement ( HAC ) as recommended in Annexure B clause 16.3 of IS8329:2000 is considered in place of Slag or Sulphate Resistance Cement ( SRC ), the cost of pipes may be increased by 5-6% from the prices listed - For DI K9 Pipes:-200mm dia pipe
250
3302
825562.5
... More
Vol-5,P No-22, I No-2.23.5 - Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete - For sluice Valve of PN -10.0 and 200mm
3
30144
90433.35
... More
Vol-5,P No-22, I No-2.23.4 - Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete - For sluice Valve of PN -10.0 and 150mm
1
18364
18364.5
... More
Vol-5,P No-24, I No-2.26.4 - Supply and fixing of Cast steel ASTM A 216 Gr.WCB double flanged Dual plate check valve Conforming to API 594 with latest amendments Shaft material shall be SS420/431 and spring shall be spring steel superior grade quality as detailed below of following diameters and types and conveying to work site, loading, unloading, stacking with appurtenances., complete with all lead and lift. The rates are inclusive of cost of Galvanised Bolts and Nuts: For class 150 etc. complete. - 200mm dia
1
15878
15878.1
... More
Vol-4,P No-91, I No-7.4 - Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded / submerged arc welded mild steel ( Fe-410 grade ) delivery pipes of specified diameter and plate thickness with flanged ends wherever required and provided with 1 coat 40 micron thick zinc rich epoxy primer paint and 3 coats 100 micron thick each coat coal tar epoxy paint for inner surface and 1 coat of 40 micron thick zinc rich epoxy primer paint and 2 coats of 100 micron thick each coat coal tar epoxy paint for outer surface including cost of all materials, machinery, labour, cutting, bending, welding, finishing, painting,conveying to spot, lowering, aligning, jointing,arranging water for testing, hydraulic testing at fabrication site and after laying and jointing at specified test pressure and all other ancillary operations complete as per specifications and approved drawings. Diameter of delivery pipe : …….mm Thickness of plate : ……mm. Note: Rate per m of pipe = Rate per tonne x Weight of pipe per m Weight of pipe per m for specified diameter and plate thickness = 0.373 x Diameter of pipe in mm x Plate thickness in mm / 14400
2.75
150318
413374.5
... More
Vol-5,P No-154, I No-13.23.3 - Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments - Size 100 mm
3
686
2060.1
... More
Vol-5,P No-27, I No-2.33.1 - Providing and fixing kinetic AIR VALVE of PN 16.0 for automatic discharge of accumulate air during working condition, conforming to IS 14845 / EN 1074-4. Body and bonnet of DI conforming to IS-1865 of grade GGG-40/50, seals are made of approved EPDM, SS 304 float, guide and internals. Flange drilling according to IS-1538 with appurtenances. complete. Body and bonnet shall be coated with electrostatically applied epoxy powder coating with a coating thickness of 250 micron both inside and outside etc. complete - For K Air Valves of 80mm dia
2
27660
55320.3
... More
Vol-3,P No-12, I No-2.18 ii a - Dismantling of Flexible Pavements Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately By Mechanical Means Bituminous course
207.5
338
70155.75
... More
Vol-3,P No-26, I No-4.17 - Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density
195.9
2686
526373.505
... More
Vol-3,P No-148, I No-16.27 - Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.
203.2
6692
1359956.64
... More
Vol-2,P No-150, I No-15.5 - Providing and laying water proofing treatment to the Rafts, Below grade slab, Lift pits, water retaining structures with fully bonded High Density Polyethlene Membrane (HDPE) of 1.2mm composite thickness and having tensile strength of 25 MPa (as per ASTM D 412), elongation of 500% (as per ASTM D 412), puncture resistance of 1000N (as per ASTM E 154), peel adhesion to concrete 1200N/m (as per ASTM D 903), hydrostatic head resistance 70m (as per ASTM D 5385). The system should be fully bonded to the RCC thereby conforming to IS 16471:2017 requirements of UG waterproofing structures. The membrane should be minimum 2.4m wide to reduce the number of joints with minimum 75mm factory made selvedge’s and comprising of an HDPE layer and a pressure sensitive adhesive layer which is covered by a weather proof protective and trafficable granular layer to protect self-adhesive polymer layer, etc, including surface preparation completely as per specification
192.1
635
122031.525
... More
Vol-5,P No-187, I No-16.1.4 - Providing, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing 230 mm dia. pipes
220
926
203742
... More
Vol-5,P No-188, I No-16.3.2 - Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCEDpipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations )and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey.- RCC NP3 Class pipe of 300 mm dia
680
1398
951048
... More
Vol-5,P No-188, I No-16.3.7 - Precast Cement Concrete nterlocking Blocks Precast Cement Concrete Interlocking Blocks Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification)
60
3297
197820
... More
Vol-5,P No-195, I No-16.20.4 - Construction of RCC Machinehole chambers of 1:1.5:3 proportion or approved type Cast-insitu / Pre-cast RCC Machinehole chambers, constructed using form vibrators of standard type, with barricading, danger lighting and using of sight rails and boning rods wherever necessary, shoring and strutting wherever required using Ordinary Port Land Cement, using 1:1.5:3 proportion RCC with 20 mm and down graded jelly, well graded sand and steel of approved quality, 200 mm thick top concrete slab, having wall thickness and raft thickness as in approved drawings and with an offset in raft alround the chamber as in approved drawing, benching concrete with 1:6 slope towards the central drain finished smooth, including fixing and grouting of pipes, including conveying to work spot supply and fixing SFRC Machinehole cover and frame (Heavy duty) conforming to IS:12592 with latest amendments, on a bed of CC 1:2:4 Providing and fixing of minimum 3 mm thick encapsulated plastic footsteps (as per IS 10910) on 12 mm dia. Grade Fe-500 steel bar (as per IS 1786) staggered at 300 mm apart as detailed in Technical specifications, including stone grit beding wherever required, watering, curing, engraving Machinehole number with flow direction on the inner cylindrical surface etc., complete including cost of reinforcement steel and fabrication charges and also cost and conveyance of all materials, labour with all lead and lifts. The Pre-cast RCC Machinehole are for various diamters and depths as stated below and as per detailed drawings, specifications and direction of the Engineer.\For 1.8mm dia MH:Constructing Pre-cast RCC Machinehole 1.8 m internal dia. , 4.0 M depth& SFRC cover & frame
1
145425
145425
... More
Vol-5,P No-188, I No-16.3.7 - Precast Cement Concrete nterlocking Blocks Precast Cement Concrete Interlocking Blocks Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification)
200
1121
224280
... More
Vol-2,P No-84, I No-11.25.2 - Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge.
727.8
142
103929.84
... More
Vol-2,P No-95, I No-11.59 - Providing and fixing G.I. chain link fabric fencing of required width inmesh size 50x50 mm including strengthening with 2 mm dia wire or nuts,bolts and washers as required complete as per the direction of Engineerin-charge. (Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade
36
883
31789.8
... More
Vol-2,P No-77, I No-11.1 - Providing and fixing Structural Steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.
212.4
97
20740.86
... More
Vol-2,P No-77, I No-11.5.1 - Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge.
2.52
4701
11848.788
... More
Vol-5,P No-201, I No-16.40.1 - Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks & Medium Duty cover and frame. Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.00 M depth & SFRC cover & frame
6
25566
153398.7
... More
Vol-5,P No-201, I No-16.40.1.2 - Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.2 M depth & SFRC cover & frame
5
30208
151043.55
... More
Vol-5,P No-201, I No-16.40.1.5 - Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.5 M depth & SFRC cover & frame
9
37172
334548.9
... More
Vol-5,P No-201, I No-16.40.1.8 - Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.9 M depth & SFRC cover & frame
3
46456
139369.86
... More
Vol-5,P No-201, I No-16.40.2.2 - Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 2.20 M depth & SFRC cover & frame
2
53948
107897.16
... More
Vol-5,P No-202, I No-16.42.2.6 - Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 2.60 M depth & SFRC cover & frame
3
64290
192870.72
... More
Vol-5,P No-202, I No-16.42.2.9 - Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 2.70 M depth & SFRC cover & frame
2
66875
133751.32
... More
Vol-5,P No-198, I No-16.28.1 - Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete.Upto 0.30m depth
20
8577
171549
... More
Vol-3,P No-74, I No-8.42.1 - Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 300 x 250 x 100 mm size
60
318
19089
... More
Approved Rate - Providing, Supplying, Installing and commissioning of 20HP Submersible corrosive sewage pumping pump having non-clog three Van/ Two vane elcosed impeller with inlet suction pipe of size upto 300mm and delivery size upto 300 with a capacity of not less than 3.6cum/Hour for a continuos un interperatures of seweage more than 25degree centi garde capable of pumping sewage solids sizes upto 125mm for minimum delivery head of 40meters ( The peak hour shaft head capacity shall be minimum in the range of 110% to 130% of specified head). The pump sets motor are Dry Type cage, continuous Duty (SI) Induction Motor, othe high humidity or wet enviornments. The degree of Protection shall be as per IP68 cinfirming to IS/IEC 60034-5:2000, The Pump set shall have Hermetic sealing during all the submergence in the sewage/effluent/clear water, even under water Immersion The motors shall have vaccum impregnated system varnished by polyesterimide based Elmotherm H 71A Varnish. The motors shall be wound with High Grade Duual Coated (PEI+PAI) enamelled copper wire of minimum Class-200 Grade 2 confirming to IS:13730 Part-13 ("H" Class Inulation). The Pumpsets shaft shall be robust & Oversized common between motor & pump, without any couplings and made from hih graded stainless steel & designed without any sleeves below the mechanical seals. All the thrust shall be absorbded be Heavy duty Ball Bearings Lubricated by the grease of High Quality, which can with stand High temprature. Grease Lubricated anti friction bearings from the motor & inherently isolted from pump media,makes the bearing fail proof even in case increase silt and sewage levels. The pump set Casing shall be of Volute Casing with Side delivery Type/appropriate type delivery with high Graded Cast Iron having a minimum of Ultimate Tensile Strenght of 260MPa Min & Hardness of 180-230 of Brinell Wolfram caride The Pump & Motor shall be sealed with two High Quality seperate Both Directional Mechanicl seals permitting reverse running due to accidental backflow and primary seals shall be of silicon carbide faces to winding erosin due to increase silt content in pumping liqui. The Pumpset shall have the Protections for (a) Winding over heating protection and (b) Mechanical seal leakage detector.The materials for pumpset components like PUMP CASING shall be of CAST IRON/NICI, IMPELLER shall made of BRONZE and HIGH GRADE STAINLESS STEEL SHAFT shall be made up of STAINLESS STEEL , The MOTOR BODY, MOTOR HOUSING TOP COVER and Seal Cover shall made up of CAST IRON, PUMP BASE/ STAND shall be of High Grade MILD STEEL with Expoxy Painting with Protectionfor Corrosion under adverse conditions in Sewage/ Silt, FASTNERS/STRAINER shall made up of High Tensile Stell, The oil for the Pump/Motor shall have anti-oxidant additives, The High Grade Tensile Steel Bearing shall be Anti Friction Heavy Duty Silicon Grease Lubricated.Per pump Q=35 Lps H=22m
3
900000
2700000
... More
Vol-6,P No-7, I No-12.16 - Distribution Transformer - 3 Phase
11kV/433V - Stacked CRGO Core with Oil as per IS-1180 (Part-1): 2014 B. CABLE ENTRY TYPE 12.16) 100 kVA, Aluminium Wdg, Star 2 (5 Star)
1
236854
236854.8
... More
Vol-6,P No-17, I No-41.01 - Load Break Switch
41.01) Load Break Switch with Panel
1
76900
76900.95
... More
Vol-6,P No-26, I No-58.01 - HT & LT Metering Equipment 58.01)11 kV HT Metering cubicle of different CT Ratio, Both side cable entry type with 3 CT & 3 PT, With Transparent Cover TTB, with 30x8 mm Copper Busbar, Modem & 2 No of Meters for 3 Phase 4 Wire Metering without Load Break Switch (HT Metering Box Fabricated out of 3 mm MS Sheet duly epoxy powder coated) as per revised Specification (Dwg No. BESCOM/GM/QS&S/- Dtd 24.11.2018)
1
255645
255645.6
... More
Vol-6,P No-3, I No-1.01 - Line Supports (Pole) 1.01)RCC Pole - 9 Mtr Long, 145 Kg WL
(Dwg No. BESCOM/GM/QS&S/02 Dtd 24.11.2018) as
per IS-785
6
7429
44578.8
... More
Vol-6,P No-4, I No-2.16 - Cross Arms (MS & GI) as per IS-1977 2.16) Spiral Earth Electrode
6
250
1505.7
... More
Vol-6,P No-3, I No-2.02 - Cross Arms (MS & GI) as per IS-1977 2.02) 11 kV, Horizontal Cross Arm - Galvanised Iron (GI)
6
511
3068.1
... More
Vol-6,P No-5, I No-7.02 - ACSR Conductor as per IS-398 (Part -2/1996) 7.02) Rabbit ACSR
(6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM
0.1
48545
4854.57
... More
Vol-6,P No-11, I No-24.01 - GOS as per IS-9921, IS-1977 24.01) 11 kV, 200 Amps Single Break GOS
(Dwg No. BESCOM/GM/QS&S/23 Dtd 24.11.2018)
3
9922
29767.5
... More
Vol-6,P No-11, I No-24.06 - GOS as per IS-9921, IS-1977 24.06) H - Frame Set for fixing 11 kV, 200 Amps Single Break GOS - ( For DP structure for providing New GOS for sectionalisation) - MS
3
4548
13645.8
... More
Vol-6,P No-22, I No-51.01 - Grounding Material Pipe Grounding 51.01) GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg
30
780
23404.5
... More
Vol-6,P No-22, I No-51.02 - Grounding Material Pipe Grounding51.02) Good Quality well burnt Charcoal for groundingpurposes packed in non returnable gunny bag of 30 Kg each
30
709
21294
... More
Vol-6,P No-22, I No-51.03 - Grounding Material Pipe Grounding 51.03) Good Quality Salt for grounding purposes packed in 50 Kg gunny bag
30
325
9765
... More
Vol-6,P No-5, I No-6.06 - Insulator as per IS-1445 for Ceremic, IS 7935 for GI Pin, IEC-61109 for Polymeric 6.06) 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod)
21
215
4520.25
... More
Vol-6,P No-5, I No-6.10 - Insulator as per IS-1445 for Ceremic, IS 7935 for GI Pin, IEC-61109 for Polymeric 6.10) 11 kV, 45 kN Polymeric Insulator
18
195
3515.4
... More
Vol-6,P No-15, I No-36.01 - 11 kV, 3 Core, XPLE HTUG Cable withpressure extruded inner sheeth, ROUNDWIRE ARMOURED as per IS-7098 (Part-2)Armouring wires dia and Resistivity as perIS-3975 36.01) 95 Sqmm, (54 GI Wires - 2.5 mm Dia)
1
934149
934149.3
... More
Vol-6,P No-2, I No-1.1.4 - PVC CONDUIT & ITS ACCESSORIES Open Conduit Supplying heavy gauge PVC conduit pipe 40mm dia .2.5 mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws.1.1.4) 40 mm dia 2.5 mm thick
200
156
31290
... More
Vol-6,P No-20, I No-45.04 - 11 kV, Jointing & Cable Termination Kit asper IS-13573 Heat Shrinkable Indoor Type Cable Termination Kit for XLPE Cable 45.04)Heat Shrinkable Indoor Type Cable Termination Kit for XLPE Cable 3x95 Sqmm
5
3931
19656
... More
Vol-6,P No-20, I No-45.07 - 11 kV, Jointing & Cable Termination Kit asper IS-13573 Heat Shrinkable Indoor Type Cable Termination Kit for XLPE Cable45.07)Heat Shrinkable Outdoor Type Cable TerminationKit for XLPE Cable 3x95 Sqmm
5
4270
21351.75
... More
Vol-6,P No-32, I No-68.06 - Miscellaneous Materials 68.06) Cable Covering Tile 125x250x40 mm
4000
10
43080
... More
Vol-6,P No-158, I No-3.00 - Rates for Organization Specific Civil WorksFor Station and UG Cable work (Exclusive of GST) 3)Providing M-Sand : Supplying and filling in plinth, foundations / UG cable work with approved M-sand including watering, ramming, consolidating and dressing. The rate includes the cost of material, labour charges, required tools and plants etc., complete. Work shall be carried out as per the instructions of Engineer- in-charge of works as per the standard procedure.
60
1965
117900
... More
Vol-6,P No-32, I No-68.01 - Miscellaneous Materials68.01) RCC Hume Pipe 2000 mm long 150 mm Dia
30
322
9670.5
... More
Vol-6,P No-32, I No-68.03 - Miscellaneous Materials 68.03) Collars for RCC Hume Pipe 150 mm Dia
30
86
2583
... More
Vol-6,P No-93, I No-15.118.4 - 15.118.4)Galvanized Iron Pipes Supply, Installation testing and commissioning of approved make heavy tubes(Class 'C') confirming to as per IS1239 Part- I (25mm Nominal bore 4.05mmthick@ 2.97 Kg/m, 32mm Nominal bore 4.05mm thick @ 3.84 Kg/m,40mm Nominal bore 4.05mm thick@ 4.43 Kg/m,50mm Nominal bore4.47mm thick@ 6.17 Kg/m, 65mm Nominal bore 4.47mm thick @ 7.90Kg/m, 80mm Nominal bore 4.85mm thick @ 10.10 Kg/m, 100mm Nominalbore 5.40mm thick@ 14.40 Kg/m,150mm Nominal bore, 5.40mm thick @21.20 Kg/m, Such as Tees elbows check nuts unions, Flanger, Nipples etc. including cutting welding, Trending fixing on walls, ceiling (Using 41- Techpipe/M.S.angle supports work includes two coats of metal primer and twocoats of Red enamel paint etc. including cost of materials, labour, usagecharges of machinery complete as per specifications 15.118.8) Galvanized Iron Pipes 100 mm dia
20
2992
59850
... More
Vol-6,P No-32, I No-68.08 - Miscellaneous Materials 68.08) Route & Joint indicating slab with MS Anchor rod
20
139
2793
... More
Vol-6,P No-13, I No-32.17 - 1.1 kV, XLPE or Heat resistant PVCinsulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring stripthickness and resistivity as per IS-3975 32.18)1.1 kV, XLPE or Heat resistant PVCinsulated, PVC exutruted Inner SeathArmoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring stripthickness and resistivity as per IS-3975 32.17) 185 Sqmm, 3.5 Core, (28 GI Strips - 4 x 0.8 mm)
0.2
725778
145155.78
... More
Vol-6,P No-13, I No-32.05 - 1.1 kV, XLPE or Heat resistant PVCinsulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring stripthickness and resistivity as per IS-397532.05)1.1 kV, XLPE or Heat resistant PVCinsulated, PVC exutruted Inner SeathArmoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring stripthickness and resistivity as per IS-3975 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm)
0.2
148934
29786.82
... More
Vol-6,P No-13, I No-32.12 - 1.1 kV, XLPE or Heat resistant PVCinsulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring stripthickness and resistivity as per IS-397532.15)1.1 kV, XLPE or Heat resistant PVCinsulated, PVC exutruted Inner SeathArmoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring stripthickness and resistivity as per IS-3975 32.12) 50 Sqmm, 4 Core, (17 GI Strips - 4 x 0.8 mm)
0.6
217553
130532.22
... More
Vol-6,P No-13, I No-32.09 - 1.1 kV, XLPE or Heat resistant PVCinsulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring stripthickness and resistivity as per IS-397532.13)1.1 kV, XLPE or Heat resistant PVCinsulated, PVC exutruted Inner SeathArmoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring stripthickness and resistivity as per IS-3975 32.09) 35 Sqmm, 3.5 Core, (14 GI Strips - 4 x 0.8 mm)
0.05
161765
8088.255
... More
Vol-6,P No-13, I No-30.02 - LT Feeder Piller Box (MS & ThermosetPlastic)30.02)LT Feeder Piller Box with PoreclainRewireable Cutout and & 1 No of 630 Amps Load Break Switch with CopperBusbar asper IS-13947 Part-1&2 12 Way(Dwg No.COM/GM/QS&S/41 Dtd 24.11.2018)
1
65670
65670.15
... More
Vol-6,P No-27, I No-60.10 - Aluminium End Terminal (Lug) 60.10) 185 Sqmm
20
40
819
... More
Vol-6,P No-27, I No-60.02 - Aluminium End Terminal (Lug)60.02) Aluminium End Terminal (Lug)16 Sqmm
20
2
42
... More
Vol-6,P No-27, I No-60.05 - Aluminium End Terminal (Lug) 60.05) 50 Sqmm
48
9
453.6
... More
Vol-6,P No-26, I No-60.04 - Aluminium End Terminal (Lug) 60.04) 32 Sqmm
10
4
42
... More
Vol-6,P No-10, I No-21.08 - Double Pole TC Set for erection of Transformer on RCC/PSCC 9 Mtr Long Poles as per IS-1977 21.08) For 100/300 kVA 4/5 Star Rated Transformer on RCC Pole 9 Mtr Long, 145 Kg WL GI
1
32228
32228.7
... More
Vol-6,P No-12, I No-26.02 - DP Set (2 Pole Strucrure Kit) as per IS-1977 26.02) For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - GI
2
9306
18612.3
... More
Vol-6,P No-32, I No-68.17 - Miscellaneous Materials 68.17) Caution/Danger Board
25
157
3937.5
... More
Vol-6,P No-4, I No-4.02 - Anticlimbing Device 4.02) GI Barbed wire (12 Mtr/Kg)
6
93
560.7
... More
Vol-6,P No-5, I No-8.01 - Guy Wire & GI Wire as per IS-2141 8.01)7/10 SWG Guy Wire
(7/3.251 mm Dia), Std Wt: 680 Kg/KM
0.1
81087
8108.73
... More
Vol-6,P No-5, I No-8.02 - Guy Wire & GI Wire as per IS-2141 8.02) 8 SWG GI Wire
(4.064 mm Dia), Std Wt: 131 Kg/KM
0.1
78792
7879.2
... More
Vol-6,P No-9, I No-19.01 - Lightning Arrester as per IEC-60099-4 19.01)Lightning Arrester as per IEC-60099-419 9 kV, 5 kA Lightning Arrester Metal Oxide Ceramic type with GROUND DISCONNECTOR(Dwg No.BESCOM/GM/QS&S/26 Dtd 24.10.2007) 3Nos
1
966
966
... More
Vol-6,P No-9, I No-17.01 - LT Protection 17.01) LT Protection Kit
(Dwg No. BESCOM/GM/QS&S/10 Dtd 24.11.2018)
1
2124
2124.15
... More
Vol-6,P No-9, I No-18.01 - LT Distribution Box as per IS-13947 Part 1&2 18.01) LT Distribution Box for 100 kVA DTC with MCCB's(Sheet Metal) (Dwg No. BESCOM/GM/QS&S/58 Dtd 24.11.2018)
1
23820
23820.3
... More
Vol-6,P No-22, I No-49.06 - 1.1 KV Class HR (Heat Resistant) PVCInsulated & UnSheathed Aluminium WiresMultistrand Single Core Lead wires as perIS-694: 2010 49.06)PVC Wire - 95 SqmmAl Wt: 25 Kg, Total Wt: 36 Kg/100 Mtr Coil
0.15
11685
1752.8175
... More
Vol-6,P No-13, I No-31.03 - LT Line Spacer 30.03) For TC Wiring
(Dwg No. BESCOM/GM/QS&S/38 Dtd 24.11.2018)
8
44
352.8
... More
Vol-6,P No-5, I No-5.15 - Clamps A Type (MS & GI) as per IS-1977
5.15) GI Fish Plate
2
93
186.9
... More
Vol-6,P No-23, I No-53.11 - Measuring Equipment 53.11)LT 3 Phase 4 Wire 5-30 Amps Thread Through Typecomposite Meter Housing Box consisting of ETV Meterwith AMR comply and LTCT with built in GSM/GPRSModem (as per technical specification) upto 100 kVADistribution Transformer.
1
18873
18873.75
... More
Vol-6,P No-9, I No-20.01 - HG Fuse Unit as per IS-5350 Part-2 20.01) 11 kV, HG Fuse Unit with Solid Core Insulator(Dwg No. BESCOM/GM/QS&S/21 Dtd 24.11.2018) For 3 No of Sets
1
1122
1122.45
... More
Vol-6,P No-44, I No-2.02 - Erection of Poles 2.02) Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth
6
1168
7011.9
... More
Vol-6,P No-43, I No-1.1.1 - Digging of Pit 1.1.1)Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr Long Steel/RCC/PSCC supports as per approved Drawing. Ordinary Soil
6
660
3962.7
... More
Vol-6,P No-45, I No-5.03 - Fixing of Cross Arm, Single Top Support, EG Stirrup, Anticlimbing Device, Guy Set, Guarding etc.,5.03) Fixing of V-Shape/Horizontal cross arm including Single Top Support Braceand Insulator fixing
12
269
3238.2
... More
Vol-6,P No-46, I No-6.02 - Stringing of Conductor 6.02) Stringing of conductor Squirrel, Weasel, binding of conductor on each insulator and dead ending on strain or disc/strain insulator by means ofclamps. - for Rabbit ACSR
0.1
4579
457.905
... More
Vol-6,P No-48, I No-13.02 - Fixing of DOLO, GOS, LA, Fuse Board, Service Mains, Spacer, Insulator Etc.,
13.02) Fixing of GOS including wiring (11 kV Single Break 200 Amps)
3
1159
3477.6
... More
Vol-6,P No-44, I No-2.09 - Erection of Poles 2.09) Erection of H-Frame.
3
339
1017.45
... More
Vol-6,P No-46, I No-8.05 - Erection of Transformer & Structures 8.05) Providing GI Pipe Earthing for Lightning Arrester, Transformer Neutral andTransformer Metal parts (Excluding digging of pits)
30
199
5985
... More
Vol-6,P No-43, I No-1.6.1 - Digging of Pit for providing GI Pipe type Earthing 1.6.1) Ordinary Soil
30
796
23908.5
... More
Vol-6,P No-52, I No-21.01 - Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff HT Cable 21.01) 3x95 to 150 Sqmm
1
64388
64388.1
... More
Vol-6,P No-6, I No-1.6.1 - Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m ncluding cost of labour, tools, usage& other appurtenances required o complete the work. In all kinds of soils. Depth upto 1.50m (PWD SR 2023-24 Vol. 01 Item Code 1.6.1 Page No 6)
737
508
374543.4
... More
Vol-6,P No-52, I No-22.01 - Cable Joint and wiring (for HT & LT UG Cable)
HT UG Cable Heat shrinkable Straight Through Joint 22.01) 3x95 to 3x240 Sqmm
2
2990
5980.8
... More
Vol-6,P No-52, I No-22.04 - Making and Fixing pot head for HT Cable onlyHeat shrinkable type 22.04) 3x95 to 3x150 Sqmm
10
2790
27909
... More
Vol-6,P No-56, I No-27.01 - Covering the cable with tile
1
4585
4585.35
... More
Vol-6,P No-56, I No-28.09 - Spreading Sand and forming with Sand round the cable
1
15550
15550.5
... More
Vol-6,P No-56, I No-28.6 - Laying and Jointing the pipes (100-150 mm Dia) including lowering in Position: Fixing Collars etc., Joining with mud mortor complete 28.06) RCC Pipe
30
72
2173.5
... More
Vol-6,P No-56, I No-28.8 - 28.08) Laying the GI Pipe 80 mm to 150 mm dia at Drainage Water Supply Crossing including fixing collars elbows, bends, Tees and other fitting with Cuts and Threads wherever necessary complete.
20
97
1953
... More
Vol-6,P No-56, I No-27.02 - Laying and Jointing: Joining with mud mortor complete 27.02) Fixing of Route Joint Indicating Slab
20
121
2436
... More
Vol-6,P No-52, I No-21.07 - Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable 21.07) 120 to 240 Sqmm
0.2
33891
6778.38
... More
Vol-6,P No-52, I No-21.05 - Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable 21.05) 2.5 to 25 Sqmm
0.2
21930
4386.06
... More
Vol-6,P No-52, I No-21.06 - Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable 21.06) 35 to 95 Sqmm
0.65
32695
21252.3675
... More
Vol-6,P No-47, I No-9.04 - Erection of LT Feeder piller box including necessary civil works like soil excavation & concreting etc. Complete 9.04) above 8 Ways (MS Enclosure)
1
1874
1874.25
... More
Vol-6,P No-44, I No-3.02 - Erection of Double Pole Transformer Structure using 9 Mtr Long RCC (145 Kg WL)/PSCC (300 Kg WL) Poleincluding fixing of Structure Materials, Erection of Poles etc., complete for mounting of Transformer as per approved drawing 3.02) For 100 to250 kVA
1
6261
6261.15
... More
Vol-6,P No-47, I No-9.01 - Erection of HT Metering Cubicle, LT Metering Cubicle, LT Feeder Piller Box, LT Distribution Box HT Metering Cubicle, LT Metering Cubicle 9.01)Erection of HT metering Cubicle on Platform
4
1936
7744.8
... More
Vol-6,P No-44, I No-2.06 - Erection of Poles 2.06) Erection of 2 Pole Structure using RCC/PSCC Pole 9 to 10 Mtr long
2
4340
8681.4
... More
Vol-6,P No-45, I No-5.15 - Fixing of Cross Arm, Single Top Support, EG Stirrup, Anticlimbing Device, Guy Set, Guardingetc.,5.15) Fixing Danger Board
25
84
2100
... More
Vol-6,P No-49, I No-15.03 - Street Light and Other Works 15.03) Fixing of LT Protection Kit
1
373
373.8
... More
Vol-6,P No-47, I No-9.07 - Distribution Box for DTC
9.07)Fixing LT Distribution box for 100/250/500 kVA DTC (Excluding wiring
1
404
404.25
... More
Vol-6,P No-48, I No-13.08 - Fixing of DOLO, GOS, LA, Fuse Board, Service Mains, Spacer, Insulator Etc.,
13.08)Fixing PVC pipe for taking the leads form the conductor to the Pole fuse board(including taking the lead wire inside the PVC pipe & giving connection to theoverhead line & Pole fuse box/Aerial fuse Board).
3
224
674.1
... More
Vol-6,P No-55, I No-24.06 - LABOUR for Aerial Bunched Conductor & Accessories 24.26) Installation of Pre-Insulated Lug - CPTAU for 120-240 Sqmm
20
168
3360
... More
Vol-6,P No-54, I No-24.24 - LABOUR for Aerial Bunched Conductor & Accessories 24.24) Installation of Pre-Insulated Lug - CPTAU for 70 Sqmm
10
168
1680
... More
Vol-6,P No-54, I No-24.21 - LABOUR for Aerial Bunched Conductor & Accessories 24.21) Installation of Pre-Insulated Lug - CPTAU for 16 Sqmm
10
168
1680
... More
Vol-6,P No-54, I No-24.06 - LABOUR for Aerial Bunched Conductor & Accessories 24.06) Erection of Suspension Clamp - 25 to 95 Sqmm bare messenger
4
100
403.2
... More
Vol-6,P No-49, I No-15.04 - Street Light and Other Works 15.04)Wiring of 1 Circuit of LT Wiring for for 25/63/100 kVA DTC to the existing LTprotection Kit/Distribution Box via metering box. (includes fixing of necessarysupports like 2 Pin cross arm, Spacer etc)
1
996
996.45
... More
Vol-6,P No-47, I No-11.03 - Fixing Metering Box for housing the ETV Meter 3 Phase 4 Wire along with CT's, Meter & wiring for DTC 250 kVA TC
1
2043
2043.3
... More
Vol-6,P No-48, I No-13.01 - Fixing of DOLO, GOS, LA, Fuse Board, Service Mains, Spacer, Insulator Etc.,13.01) Fixing DOLO Cutout/Horn Gap Fuse including fixing of cross arm and wiring
10
248
2488.5
... More
Vol-2,P No-95, I No-11.58 - Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. (Made of G.I. wire of dia 4 mm)
80
843
67452
... More
Vol-6,P No-47, I No-8.06 - Erection of Transformer & Structures
Erection of Pre Fabricated Steel StructureIncluding the followinga. Evacuation 1.5 Mtr and above in width in Hard Soil (0.74Cmt)b. Filling available excavated earth in side foundation (2.6Cmt)c. Lifting of Excess Earth up to distance of 10 KMsd. Providing & Laying in poisition plain CC 1:4:8 (0.27 Cmt)e. Providing & Laying in position concrete with M30 Grade(0.83 Cmt)f. Providing TMT Steel FE 550 reinforcement for RCC work (70 Kgs)g. Providing & removing centering, Shuttering, Strutting (2.6Cmt)h. Handling Charges (fixing of structure to foundation &erection of structurei. Transportation of debries using mini lorry/Tempoj. Specialized tools & tackles and skilled labour for fabricationthe structure using CNC bending as per set radious)
4
37987
151951.8
... More
Vol-2,P No-95, I No-11.62 - Providing and fixing RCC precast fencing pole of size 0.15mx0.15mx2.0m casted in M 20 with 20mm down size aggregates making holes for drawing barbed wire at 30 cm c/c using 8 mm dia vertical 4 TMT steel rods and 6 mm dia stirups at 15 cm c/c fixed 1.5 m above Ground level using steel moulding , curing , transportation to work spot including excavation in all types of soil, fixing in plain cement concrete M15 using 20 mm downsize aggregate including aligning to plumb and line providing including cost of all materials, labour,usage charges of machinery complete.
14
1139
15949.5
... More
Vol-1,P No-61, I No-2.1.6 - CEMENT CoNCRETE WoRkS 2.1 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. 2.1.6) Mix 1:2:4 Using 20 mm and down size graded crushed coarse aggregates
5.17
6555
33890.1255
... More
Vol-6,P No-13, I No-4.5.1 - 12.5 Mtr Octogonal Pole Fabrication, Supplying, Erection, Testing and Commissioning of. ms long Polygon high mast with Single/Multiple telescopicsections having, (minimum overlap distance of 1.5 times of top section) thickness as per BSEN 10025 grades 355 JO/ASTMA572-50 steel sheet plate for shaft suitable to withstand a wind velocity of 47 m/s as per IS 875 part 3(as per GA Drawing).Base plate as per IS 2062/ASTM A572-50. The mast shall be Galvanized in single Hot-dip as per BSEN ISO 1461/ASTM A123with an average 70 microns as per IS 2629, and welded as per BS 5135 Single L-Seam joint The mast shall have 2 Way headframe with die cast LM-6 pulleys, stainless steel axle,Phosphorus Bronze bearing bush press-fitted with separate guides for 2 runs of 5 mm dia, stainless steel wire rope of AISI304grade 7/19-core, (Factor of Safety as per TR no-7). 2.5 mm2EPR insulated PCP sheathed trailing power cable housed insidethe bottom shaft of mast with door having locking arrangement The mast shall have manual/power tool (Suitable reversiblegeared motor operating on 230/415V, 50Hz, shall be provideabove 15 Mtr mast) The mast shall have lantern of 2 segments,suitable dia with max load carrying capacity as per IS 1239. Themast shall be erected on existing RCC footing. The mast shall be supplied with 3 mm thick template, lightning arrester of 1.2m length galvanized pipe with top arrow fitted on top of the head frame cover and GLS type aviation twin l A fitting with wiringcomplete. (excluding foundation) as per technical data.4.5.1) 12 m/12.5 m - Top 100 mm and Bottom 310 mm dia
1
137550
137550
... More
Vol-6,P No-46, I No-11.9.6 - LED floodlight Supply of LED floodlight luminaire with pressure die cast aluminium housingbody for optimal thermal dissipation. Lamp compartment comprising of antiglare clear diffuser with Injection moulded polycarbonate/clear glass material,delivering superior light output Rated life Burning Hrs 50000 hr @ LumenMaintenance of 70%, CCT 5500K, IP 66 optical and electrical compartment& impact resistance of complete luminaire IK08. Power Factor 0.9 withmains, Surge Protection- Min 5KV along with Over voltage/ Overload,short circuit/ miss-wiring protection. Compatible for pole mauling with outerdia of 40mm to 50mm. Universal Voltage driver to operate wide voltage rangefrom 100 V to 270V 50/60Hz application. Compliance to IS 10322/ IEC 60598,LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top accessstreet light with single screw to ensure ease of maintenance at the sight sitelocation with minimized minimal tools. LED Light fixture with . W SystemPower consumption. LED Efficiency 1301m/w, nominal CRI 75. Luminairemanufacturer should have in- house facility accredited by NABL / CPRI & anyGovernment certified agency & Design & Development facility certified byISO 9001:2008. Housing with supplier word mark / name shall be Engraved /
Embossing on the die cast housing / Body part Warranty of 2 Years against anymanufacturing defect working under standard electrical conditions as mentionedabove should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osrammake LED Source.11.9.6) LED Floodlight 200W
6
19510
117060.3
... More
Vol-6,P No-6, I No-2.5.2 - Flexible Multicore Cable Supplying and drawing Flexible Multicore Cablemanufactured with electrolytic grade flexible copper with low conductor confirming to IS:8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100Volts as per IS-694:1990 2.5.2 )3C X 1.5Sq.mm
200
75
15120
... More
Vol-6,P No-5, I No-2.3.1 - Wire:
Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 2.3.1 )1.0 sqmm
50
19
997.5
... More
Vol-6,P No-5, I No-2.3.4 - Wire:
Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 2.3.4)4 sqmm
300
66
19845
... More
Vol-6,P No-9, I No-3.9 - Hylum plastic sheet Supplying and fixing hylum plastic sheet 3mm thick with necessary nitches for fixing switches, regulators etc., and fixing on existing wood or metal box using N.F. screws.
12200
-
4514
... More
Vol-6,P No-14, I No-5.7.1 - Fuses Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. 5.7.1) 16Amp
6
164
989.1
... More
Vol-6,P No-14, I No-5.7.2 - Fuses Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. 5.7.2) 32Amp
3
253
759.15
... More
Vol-6,P No-16, I No-5.13.2 - Supply and fixing of 3pole power contactor with NO/NC contacts onexisting wood/panel board using necessary bolts, nuts, washersand wiring etc.complete with AC-3 Rating and as per IS-13947.5.13.2) 40 A
1
2370
2370.9
... More
Vol-6,P No-18, I No-5.18.9 - Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.5.18.9)50-63 Amps TPN
6
3242
19454.4
... More
Vol-6,P No-17, I No-5.18.1 - Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.5.18.1) 6-32 Amps SP
10
435
4357.5
... More
Vol-6,P No-21, I No-5.47 - Supplying and fixing Microprocessor based Electronic timer (without contactor, Din Mounting using necessary bolts, nuts and washers etc.,.) 3-120sec setting.
1
2430
2430.75
... More
Vol-6,P No-20, I No-5.42.3 - MS box Fabricating supplying and mounting MS box made out 18.SWGsuitable for floor /wall mounting, fully weather proof with provisionfor better heat dissipation, provided with hinged front cover,equipped with tamper proof locking arrangements, with suitablesize clamps with necessary cable entry pipe with gland and boxshould be finished with 7tanks treatment with powdercoated paint and finally finished with approved colour etc., complete.5.42.3) 18 SWG High mast Box Dimension- Main Panel Capacitor Panel 1) 75x60x2 1) 200x200x2 1) 150x100x2
2) 75x23x2 2) 200x60x2 2) 150x30x2
3) 60x23x2 3) 200x60x2 3) 100x30x2
Total =15210 Total =1,28,000 Total =45,000 Total =1,88,210 Sq.Cm
188210
-
75284
... More
Vol-6,P No-20, I No-5.41.1 - Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 5.41.1) 40x40x6mm
30
320
9607.5
... More
Vol-6,P No-15, I No-35.01 - Pot Head
Epoxy Terminating Kit (Pothead) suitable for 1.1 kV, LTUG Cable 35.1)Up to 4C x 50 Sqmm
2
340
680.4
... More
Vol-6,P No-19, I No-5.33 - Supplying of multi function digital meter with three line back light LCD type display for voltage, Current, frequency, Power, power factor, KVA, KWH, KVAR suitable for 3 phase, 4 wire LT network with IP 54 degree of protection and completely wired as required with communication Port and Class 0.5s accuracy .5.33 PWD,Elct, SR-2023-24 Page No.19 Item code 5.33
2
9780
19561.5
... More
Vol-6,P No-18, I No-5.21 - Supplying, fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based, digital readout of percentage leakage current, programmable delay/auto/ manual reset facility suitable to mount on DIN rail/ flush mounting on panel board.5.21 PWD,Elct,SR-2023-24 Page No.18 Item code 5.21
1
9717
9717.75
... More
Vol-6,P No-19, I No-5.34 - Supplying, fixing and wiring 50/5 to 400/5Amps 5VA burden Current Transformer Class 0.5 accuracy with Tape Wound.5.34 PWD,Elct, SR-2023-24 Page No.19 Item code 5.34
7
590
4130.7
... More
Vol-6,P No-19, I No-5.38 - Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. 5.38) PWD,Elct, SR-2023-24 Page No.19 Item code 5.38
24
540
12978
... More
Vol-6,P No-20, I No-5.40.4 - Supplying 600 amps rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete.PWD,Elct, SR-2023-24 Page No. 20 Item code 5.40.4) 600 Amps 4x75x10mmAluminium Strips
14
5906
82687.5
... More
Vol-6,P No-2, I No-1.2.1 - Supplying heavy gauge PVC conduit pipe 19/20 mm dia .2.mm thick confirming to IS 2509 with suitable size bends,metal/PVC junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 1.2.1) 19/20mm dia 2mm thick
80
69
5544
... More
Vol-6,P No-2, I No-1.2.2 - Supplying heavy gauge PVC conduit pipe 25 mm dia 2.mm thick confirming to IS 2509 with suitable size bends,metal/PVC junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 1.2.2) 25mm dia 2mm thick
40
81
3276
... More
Vol-6,P No-2, I No-1.3.1 - supplying heavy gauge PVC Conduit Pipe 19/20.dia .2.mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.1.3.1) 19/20mm dia 2mm thick
40
71
2856
... More
Vol-6,P No-2, I No-2.3.2 - supplying heavy gauge PVC Conduit Pipe 25mm .dia .2.mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.1.3.2) 25mm dia 2mm thick
20
82
1659
... More
Vol-6,P No-5, I No-2.3.2 - Wiring for lighting/power circuit using one of FRLS PVCinsulated 1100V grade, multistrand copper wire with lowconductor resistance single core in open or concealedsystem of wiring with specified IS-694:2010.2.3.2)1.5 sqmm
150
27
4095
... More
Vol-6,P No-5, I No-2.3.3 - Wiring for lighting/power circuit using one of FRLS PVCinsulated 1100V grade, multistrand copper wire with lowconductor resistance single core in open or concealedsystem of wiring with specified IS-694:2010.2.3.3)2.5 sqmm
250
44
11025
... More
Vol-6,P No-5, I No-2.3.5 - Wiring for lighting/power circuit using one of FRLS PVCinsulated 1100V grade, multistrand copper wire with lowconductor resistance single core in open or concealedsystem of wiring with specified IS-694:2010.2.3.5)6 sqmm
50
96
4830
... More
Vol-6,P No-5, I No-2.2.1 - Point wiring using Copper wire without switch.
Supplying and wiring adopting loop system in existing PVCConduit /casing capping casing capping using 2x1.5Sqmm(Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLSmulti strand PVC insulated copper wire (confirming toIS-694: and latest amendments) without control switchshall be fixed on the existing plastic sheet/ gang box, theother end of the wires shall be terminated with sufficientloose length in a wood/PVC round block. complete for each outlet.2.2.1) Short point upto 3Mtr from tapping point to out let via switch
2
282
564.9
... More
Vol-6,P No-5, I No-2.2.2 - Point wiring using Copper wire without switch.
Supplying and wiring adopting loop system in existing PVCConduit /casing capping casing capping using 2x1.5Sqmm(Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLSmulti strand PVC insulated copper wire (confirming toIS-694: and latest amendments) without control switchshall be fixed on the existing plastic sheet/ gang box, theother end of the wires shall be terminated with sufficientloose length in a wood/PVC round block. complete for each outlet. 2.2.2) Medium point above 3Mtr upto 6Mtr from tapping point to outlet via switch box
3
397
1193.85
... More
Vol-6,P No-5, I No-2.2.3 - Point wiring using Copper wire without switch.
Supplying and wiring adopting loop system in existing PVCConduit /casing capping casing capping using 2x1.5Sqmm(Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLSmulti strand PVC insulated copper wire (confirming toIS-694: and latest amendments) without control switchshall be fixed on the existing plastic sheet/ gang box, theother end of the wires shall be terminated with sufficientloose length in a wood/PVC round block. complete for eachoutlet.2.2.3)Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box
7
582
4079.25
... More
Vol-6,P No-8, I No-3.4.5 - Supplying and flush mounting powder coated / galvanizedmetal box suitable for mounting modular switch plates. Thebox should be firmly flush mounted after due groove cuttingin Brick/Stone/C.C wall3.4.5)8 Way
4
274
1096.2
... More
Vol-6,P No-8, I No-3.5.5 - Supplying and fixing superior quality modular switch mounting poly carbonate plate with necessary supportingback plate with required nos. of machine screws, bolts nutsetc., complete on the existing metal/PVC box. 3.5.5)8 Module
4
298
1192.8
... More
Vol-6,P No-9, I No-3.6.1 - Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854and IS 1293. 3.6.1)6Amps one way.
20
107
2142
... More
Vol-6,P No-9, I No-3.6.3 - Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854and IS 1293. 3.6.3)6Amps 3way socket
4
179
718.2
... More
Vol-6,P No-17, I No-5.18.4 - Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.5.18.4) 6-32 Amps DP
5
775
3879.75
... More
Vol-6,P No-17, I No-5.18.6 - Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.5.18.6) 50-63 Amps DP
2
1157
2314.2
... More
Vol-6,P No-17, I No-5.18.7 - Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.5.18.7) 6-32 Amps TPN
2
1802
3605.7
... More
Vol-6,P No-17, I No-5.18.8 - Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.5.18.8) 40 Amps TPN
1
3196
3196.2
... More
Vol-6,P No-18, I No-5.19.9 - Supplying and fixing regular MCB distribution boards on wall/ wood board / flush mounting using required clamps bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure.II - Double Door 5.19.9)12Way SP &N
1
2445
2445.45
... More
Vol-6,P No-9, I No-3.6.9 - Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854and IS 1293. 3.6.9)32Amps DP switch.
1
342
342.3
... More
Vol-6,P No-9, I No-3.6.10 - Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854and IS 1293. 3.6.10)6/16A Universal Socket
1
247
247.8
... More
Vol-6,P No-30, I No-6.2.1 - Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete. 6.2.1 )12" Sweep (300mm)
2
3117
6234.9
... More
Vol-6,P No-57, I No-13.14 - Fixing one exhaust fan in the nitch already left in the wall with bolts and nuts and 5 amps. ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire.
2
516
1033.2
... More
Vol-6,P No-47, I No-11.11.4 - Supplying & fixing of retrofit type - LED bulb . W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI 70%. efficacy 80 lumen per W, life 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF 0.95, power loss should 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition 11.11.4)9W, 6500K
2
161
323.4
... More
Vol-6,P No-10, I No-3.14.5 - Supplying and fixing/replacing of 6/16/32Amps electricalaccessories on existing switch board.3.14.5) 6 Amps Bakelite Ceiling Rose
16
81
1310.4
... More
Vol-6,P No-10, I No-3.14.7 - Supplying and fixing/replacing of 6/16/32Amps electricalaccessories on existing switch board. 3.14.7) 6 Amps batton holder
12
77
932.4
... More
Vol-6,P No-43, I No-11.3.2 - Supplying of .feet -PVC Batten with integrated LED tube . W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition LED light fitting11.32) 1 x 4' - 20/22 W
10
724
7245
... More
Vol-6,P No-56, I No-13.7.1 - Fixing all types and all capacities of fluorescent / false ceiling / spot light / CFL / LED fittings indoor on the wall / ceiling /rafters / girders using 23/0.0076” twin twisted PVC insulated wires, required Nos of round blocks and clamps.13.7.1) On wall / ceiling / Rafter / GirdersPWD,Elct, SR-2023-24 Page No. 56 Item code 13.7.1
10
128
1281
... More
Vol-6,P No-56, I No-13.5 - Fixing halogen/metal halide /SVL/IL/LED floodlight fitting overexisting pole / wall ceiling including clamps, bolts, nuts and wiringusing suitable capacity wires. Page No. 56 Item code 13.5
6
170
1020.6
... More
Vol-6,P No-42, I No-10.1.9 - Supplying, installing, testing and commissioning of Diesel Generator set with following specifications. Power rating as per standard reference condition as per-BS 5514/ISO 3046/ ISO 8528 & IS1002/ISO 3046 Generator set specifications. Engine: Diesel generating set are rated at 1500RPM and conform toISO 8528 specifications. The engines are radiator cooled, four stroke and multi cylinder, conforming to ISO 3046. The scope of supply includes: Electrical starter motor12V DC Battery charging alternator, Bosch fuel system with mechanical governor, A1 Class. Spin-on lube oil filter, Spin-on dual fuel filter with water separator ,Turbocharger, Charge air cooler, Silencer (Hospital grade), Dry type air cleaner, Shutoff coil, Flywheel and flywheel housing ,First fill of lube oil and coolant, Safety for low lube oil pressure, Safety for high water temperature, Permissible overload of 10% for one hour in 12 hours of operation. Capacity of Fuel Tank: Fuel tank suitable for 8 hours of operation. Alternator: Alternator is suitable for operation at 1500 RPM, 415 V0.8 pf (lag) suitable for 50 Hz, 3 phase, 4 wire systems, conforming to IS/IEC 600341.
1
946003
946003.8
... More
Vol-6,P No-42, I No-10.2.4 - Supply, Erection, testing and commissioning of AMF panel suitablefor .kVA DG set. The panel is of cubical type base/floor mountingcontrol panel with hinged doors, undrilled bottom gland plate, aluminiumBus Bar with the accommodation for .A 4 pole contactor for alternatorwith thermal O/L relay,. A 4 pole contactor for mains, HRC fuse forshort circuit protection, Microprocessor based AMF module with supplyfailure timer, Restoration timer, 3 impulse automatic engine start/stoplogic, Mains/generator voltage, .capacity bypass switch and frequencysensing, PCC 1301controller with water temperature/Lube oil ressure/enginespeed,Voltage/ampere/Frequency/ kVA, Running-hour count, Noof starts, Fault indication, over / under speed, Fails to start, Low oilpleasure, High engine temperature, Under/over voltage, over current, Earthfault relay, with indications for Mains on, Load on Mains, Battery chargeron Push buttons AMF module by pass Mode, Battery charger unit withinbuilt Auto/Manual and Flat/Boost facility. The complete set shall havesufficient safety and adhere to NEC, NBC 2016, IEC,CPWDspecifications, PCB norms and KSGEI Acts and Rules.10.2.4) 82.5 KVA to 125 KVA
1
115007
115007.55
... More
Vol-6,P No-15, I No-5.11.5 - Supplying of on load change over switches 4 poles, AC 23A Duty, 415V, 50Hz, AC Supply. (Open Execion) 5.11.5) 250 A
1
20254
20254.5
... More
Vol-6,P No-17, I No-5.15.8 - Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuitwith adjustable thermal magnetic release, Micro processor release shall have Earth Fault as per IS/IEC 60947-2 . (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism.Three Pole 5.15.6) 200 A 36 kA
2
17892
35784
... More
Vol-6,P No-17, I No-5.15.1 - Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuitwith adjustable thermal magnetic release, Micro processor release shall have Earth Fault as per IS/IEC 60947-2 . (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. THREE Pole 5.15.1) 100 A 25 kA
1
6390
6390.3
... More
Vol-6,P No-15, I No-5.8.2 - Supplying of Switch disconnector fuse unit (TPN) HRC type (but without HRC fuses). With AC-23A duty and as per IS- 13947 5.8.2) 100 A
3
4728
14184.45
... More
Vol-6,P No-15, I No-5.9.3 - Supplying and fixing HRC fuse units base on existing switch / panel board.5.9.3)100 to 300 A
3
964
2894.85
... More
Vol-6,P No-15, I No-5.10.2 - Supplying and fixing HRC fuse link on existing switch fuse base with W loss as per IS-13703.5.10.2) Above 63 A to 200 A
9
400
3600.45
... More
Vol-6,P No-57, I No-13.18.3 - Fixing of . A TPST / change over switch / Contactor along with neutral link with screws, bolts, nuts and wiring using required capacity wires and circuit labelling.13.18.3) 300A to 400A TPDT/COS
5
613
3066
... More
Vol-6,P No-19, I No-5.39 - Supplying, fixing and wiring Automatic Power Factor controller circuit unit fully, static units controlled by 14 stage microprocessor operation, relays LED display, self programming function for power stages and operating logic checking facility for healthy and efficient of each individual capacitor bank, measurement of network harmonics with indication when limit values are exceeded, Comprehensive displays with large, three phase LED display, Long term memory for settings, protection for over voltage, power factor correction fault and no voltage, to connect/ disconnect banks, with automatic recognition or with standard programs Item Code 5.39
1
22722
22722
... More
Vol-6,P No-19, I No-5.39 - Supply and fixing of 3-pole Capacitor switching contactor with NO/NC contacts and inbuilt damping resistor to protect the contactor and capacitor from highest inrush current , fixed on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC 690V Rating operational voltage, 50HZ frequency and as per IS 60947-4-1. 5.52.1) 12.5 KVAR
3
3046
9138.15
... More
Vol-6,P No-93, I No-15.117 - Supplying and installation of RUBBER MAT 1mtr x 1mtr -1Omm thick. complete including cost of materials, labour, usage charges of machinery complete as per specifications.
6
1995
11970
... More
Vol-6,P No-74, I No-15.4 - Providing Aqueous Film-Forming Foam - 9 LtrSupply and installation of 9 Ltr Fire Extinugisher Aqueous Film Forming Foam Type, Stored Pressure Type, Pressure Gauge, Gross Weight15.1Okg. empty weight 6.10kg Can Height 615 MM, Diameter 175 MM,Discharge Time less than 60 Sees, Controllable discharge mechanism(Squeeze grip with easy snap safety seal), Range minimum 6 Meters,applicable on Class A,8,CARating 13A, 8 Rating 558, Can Construction;Deep drawn & CO, Mig welded, Valve Construction: Forging &Machining, Internal Coating of Can : Epoxy Powder coating, ExternalCoating of Can : Epoxy PoIyster Powder coating, Sheet metal thickness:2.0MM, lSI and EN Approved, Helium Leak Detection Tested, 1 YearsWarranty with instalert system with Superior quality EPDM Rubber Hosepipe etc., including cost cost of supporting materials like MS stand & accessaries if it is fixing n floor / MS brackets & accessories if it is fixing on wall, labour, usage charges of machinery complete as per specifications. complete
1
8505
8505
... More
Vol-6,P No-93, I No-15.111 - Supplying of four bucket stand alongwith buckets. Complete.
2
1942
3885
... More
Vol-6,P No-93, I No-15.114 - Supplying of first aid box. Complete
1
630
630
... More
Vol-6,P No-19, I No-5.37 - Supplying, fixing andwiring heavy duty lowvoltage capacitors conforming toIS2834. 3phase, 400/440Vgrade, for power factor improvement of rotating machineries like induction motor.
30
504
15120
... More
Vol-6,P No-94, I No-5.2.2 - Supplying fully automatic star-delta starter unit push button type with suitable wires, 3contactors, one adjustable thermal time rmounte on a common base plate held in steel enclosure for use on 400/440V3 phase and wired after fixing to the existing wooden board for motor.
3
9202
27606.6
... More
Vol-6,P No-14, I No-5.43.2 - Supply and Installation /Fixing/Provision of Pole box with HRC Fuse/MCB provision and suitable connector/ terminalfor3Ph/1Ph connections with Loop-In & Loop-Out terminals for 10mm2 /25 mm2 3.5 C AI/Ar/Cu/Ar Cable and branch out 2.5 mm2 2 core AI/Cu PVC Insulated cable, enclosed in a Thermoplastic, Polystyrene enclosure, which should be shockproof, safe,IP65 (Weather Proof), rust proof, dust proof, water proof having Internally Embedded Gasket with provision for cable entry through IP65 Thermoplastic, polyamide glands and/or grommets. 260 mm x 210 mm x 116 mm
3
2593
7780.5
... More
236 - Hescom Charges
1
500000
500000
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%