Rural Drinking Water And Sanitation Department 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
₹ 2,25,675Document Cost
Refer DocumentsTender Fee
₹ 3,770
Description
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Contact
Tender Id
RWSSD/2024-25/WS/WORK_INDENT8290Tender No
RWSSD/2024-25/WS/WORK_INDENT8290Tender Authority
Rural Drinking Water And Sanitation Department ViewPurchaser Address
-Website
http://https://jalshakti-ddws.gov.in/
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Documents
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BOQ Items
code04 - Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification. [BWSSB-V SR 2021-22 Chapter No: 2 A105C Item No: 1.3]
474.44
951
451192.44
code05 - Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 125 mm dia,Coils shall be used. [BWSSB-V SR 2021-22 Chapter No: 11 Item No: 10.1-10.5] PE100 (PN 6.0 / 6 Kg/cm2) 63mm
9989
163
1636198.2
code06 - Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 125 mm dia,Coils shall be used. [BWSSB-V SR 2021-22 Chapter No: 11 Item No: 10.1-10.5] PE100 (PN 6.0 / 6 Kg/cm2) 75mm
2214
206
457633.8
code07 - Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 125 mm dia,Coils shall be used. [BWSSB-V SR 2021-22 Chapter No: 11 Item No: 10.1-10.5] PE100 (PN 6.0 / 6 Kg/cm2) 90mm
812
269
218509.2
code08 - Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [BWSSB-V SR 2021-22 Chapter No: 11 Item No: 17.1-17.46 Pg No.130] ELECTRO FUSION COUPLER 63mm ELECTRO FUSION COUPLER 63mm
67
120
8040
code09 - Supply and delivery at site of brand new ELECTRO FUSION COUPLER 75mm
13
153
1989
code10 - Supply and delivery at site of brand new ELECTRO FUSION COUPLER 90mm
5
197
985
code11 - Supply and delivery at site of brand new ELECTRO FUSION TEE 63mm
125
210
26250
code12 - Supply and delivery at site of brand new ELECTRO FUSION TEE 75mm
28
306
8568
code13 - Supply and delivery at site of brand new ELECTRO FUSION TEE 90mm
12
451
5412
code14 - Supply and delivery at site of brand new ELECTRO FUSION ELBOW 63mm
56
121
6776
code15 - Supply and delivery at site of brand new ELECTRO FUSION ELBOW 75mm
13
246
3198
code16 - Supply and delivery at site of brand new ELECTRO FUSION ELBOW 90mm
5
387
1935
code17 - Supply and delivery at site of brand new ELECTRO FUSION REDUCER 90 x 75 mm
67
430
28810
code18 - Supply and delivery at site of brand new ELECTRO FUSION REDUCER 90 x 63mm
19
370
7030
code19 - Supply and delivery at site of brand new ELECTRO FUSION REDUCER 75 x 63mm
7
240
1680
code20 - End cap:At the every end of last pipe to stop flow 63mm dia HDPE End Cap with Pipe of 0.2m lenght
200
81
16200
code21 - Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Medium Duty GI pipe [BWSSB-V SR 2021-22 Chapter No: 13 Item No: 1.1,1.4] 32 mm Class -B for culverts
231
320
73993.92
code22 - Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Medium Duty GI pipe [BWSSB-V SR 2021-22 Chapter No: 13 Item No: 1.1,1.4] 80 mm Class -B for culverts
180
844
152006.4
code23 - Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments [BWSSB-V SR 2021-22 Chapter No: 15 Item No: 27.3] 65mm dia
44
1550
68200
code24 - Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 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 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut 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. (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.) For PN-10: [BWSSB SOR 21-22 P-71 25 B073] 80mm dia
3
8013
24039
code25 - Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 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 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut 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. (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.) For PN-10: [BWSSB SOR 21-22 P-71 25 B073] 100mm dia
1
8858
8858
code26 - Supplying and fixing of fixed height surface box H-4057 MD-KU with PP 40% GF Lid, Housing of PA+, Locking clip of PP with Notched bolt M 12 x 130 hexagon head A2-70 for service connection valves, design derived from DIN 4057, Should be suppied with support tile I (FSL, FSS ,SI) ,Should be able to receive class AA traffic loads [BWSSB-V SR 2021-22 Chapter No: 3 B116A Item No: 52]
48
2731
131088
code27 - 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. [PWD SR 2021-2022,VOL-3 Item No: 4.27] Cutting in Cement Concrete Road Surface
316.29
2394
757198.26
code28 - 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, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 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. [PWD SR 2021-22,VOL-3 Item No: 20.28]
316.29
6152
1945816.08
code29 - Providing and fixing board displaying information, such as "Name of work, Tender cost, Name of Contractor, Work completion and liablity period etc., having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and tow coats of enamel paint on front side and grey stove enamel on back side and border / messages/ symbols etc with approved colour shade paint complete, on M.S. angle of size 35x35x3mm frame with properly cross braced M.S. angles of size 35mmx 35mmx3mm duly painted including Two M.S. angle iron posts of size 65mm x 65mm x 6mm, 3.65m long painted with alternate black and white bands of 25cm width including all fixtures etc and fixing the boards in 1;4;8 concrete block of size 60 cm x75 cm including , excavation, refuilling, transportation and labour etc complete, Spec No. As directed by Engineer in charges & MoRTH specification 804
1
9000
9000
code30 - NEW FHTC: Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc.
24.255
951
23066.505
code31 - Cutting in Asphalt Road Surface to demarcate the trench width of the surface
10.395
891
9261.945
code32 - 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 including cost of labour, tools, usage& other appurtenances required to complete the work.
207.9
371
77130.9
code33 - Providing & fixing electro fusion saddle comply with Bs EN12201 -3:2011, PN-12.5 rating and food grade raw material as per BS 6920 with material of construction PE 80 or PE 100 and colour of fitting - Blue/Black for water applications, EF tappinB saddle is V-Regarding type.Designed to fuse at a fusion voltage of 40 volt Ac. EF tapping saddle shall have moulded SS/Brass metal female threaded outlet. EF tapping saddle is fused by using a top loading piller type pressure exertin8 150ON (150 kg appn.) top load on EF saddle. Fusion tlme is 170 secs and cooling time is 10mins, Exerted pressure shoud be removed after completing the 10 mins cooling time. 63x20,75x20,90x20,110x20,140x20 (2nd Corrigendum - Volume.5 schedule of Rates we.f 7.06.2022, Itno.K210)
385
350
134750
code34 - Providing and fixing 3 layer PP-R (Poly Propylene Random Copolymer) pipes confirming to IS.15801, UV stabilized and anti-microbial fusion welded, having thermal stability for hot and cold water supply, including all PP-R plain and brass threaded polypropylene random fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer-In- Charge. 25mm dia (Above GL)
770
227
174790
code35 - Providing and fixing 3 layer PP-R (Poly Propylene Random Copolymer) pipes confirming to IS.15801, UV stabilized and anti-microbial fusion welded, having thermal stability for hot and cold water supply, including all PP-R plain and brass threaded polypropylene random fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer-In- Charge. 20mm dia (Above GL)
1155
180
207900
code36 - Flow control Valve 5LPM/10LPM/15LPM: Providing & fixing Flow control Valve using food grade materials SS 316 ball/*[ including cost of all materials,labour charges HOM & Testing completes as per following specification]
385
255
98175
code37 - Supplying and fixing Multijet class B inferential type, AMR compatible water meters with IP 68 protection totalizer confoming to IS 779 with its latest amendments of following size to service connections including conveying and fixing of necessary G.I. specials with appurtenances. complete, with all lead and lift. 15 mm Dia
385
1649
634865
code38 - Supply and fixing of HDPE water meter box with locking arrangement to protect the water meter of Class ‘B’ Multijet type of size 15 to 32 mm including HDPE box with base dia 300mm x lid dia 200mm x height 250mm with openable lid and the cover is buried below GL with lid flush with GL including earth work excavation for 600mm x 600mm and base sand filling for 100mm thick over which the cover is placed and enclosed by PCC 1:2:4 using 12-20mm BG jelly for an height of 150mm and refilling with excavated earth for balance 100mm height, disposal of excess earth with all lead and lifts with appurtenances complete as per drawing enclosed.
385
509
195965
code39 - Supply of PPR Female Threaded coupling confirming to IS 15801-2008 and DIN Standards 8077/8092 20*1/2 dia
1540
59
90860
code40 - Supply of PPR Female Threaded coupling confirming to IS 15801-2008 and DIN Standards 8077/8092 25* 1/2 dia
385
66
25410
code41 - Supply of End Cap confirming to IS 15801-2008 and DIN standards 8077/8092 20 mm
385
11
4235
code42 - Supply of PPR Union confirming to IS 15801-2008 and DIN standards 8077/8092 20 mm
385
58
22330
code43 - Supply of PPR Gate Valve confirming to IS 15801-2008 and DIN standards 8077/8092 20 mm
385
146
56210
code44 - Providing and fixing brass bib cock of approved quality 20 mm
385
345
132825
code45 - 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, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 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.
45.045
6152
277116.84
code46 - Supplying at site RCC demarcation stones of 30cmsX 15cms X and 90cmc using 1:2:4 and 6mm dia rods for vertical and stirrups and rendered smooth including engraving letters ''KWB abd ARROW '' 6mm deep on the top including fixing demarcation stones 45 cms below ground level and CC 1;3;6 15 cms height with 8 cms offset around the stone and curing for 10 days including earthwork in all types of soil with all lead and lift (STAND POST )
308
440
135520
code47 - Supplying at site pot rest slab of 0.30mx0.15mx0.90m in CC. 1:2:4 proportion with granite metal 20 mm and down size including plank centering and fom work, machine mixing, tamping including plastering 20 mm thick in C.M. 1:4 proportion with all lead as per specification with appurtenances., complet
308
391
120428
code48 - Wall painting with acrylic emulsion 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
304.92
95
28967.4
code49 - Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade
30800
1
36960
code50 - CONSTRUCTION OF 100KL OHT ON 9M STAGING ( 01 Nos) 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 In all kinds of soils Depth upto 3m
36.1964
73
2642.3372
code51 - 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 In ordinary/soft rock without blsting upto 1.5m depth
108.589
272
29536.208
code52 - 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 shall be paid separately). PCC 1:4:8 using 40 mm aggregate
9.37
6025
56454.25
code53 - Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes , labour, strutting, plywood / steel form work , Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) (Minimum cement content: 340 kgs (6.80 bags)).
24.4662
9180
224599.716
code54 - 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
110.9492
122
13535.8024
code55 - Providing and laying in position Reinforced cement concrete for columns, braces and ring beam above ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)) Columns up to 3.00 to 6.00m
7.2867
13976
101838.9192
code56 - Providing and laying in position Reinforced cement concrete for columns, braces and ring beam above ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)) Columns up to 6.00m to 9.00m
2.0066
15662
31427.3692
code57 - Providing and laying in position Reinforced cement concrete for shell portion, bottom dome / slab and ribs over the staging. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)).
14.3777
23551
338609.2127
code58 - Providing and laying in position Reinforced cement concrete for side walls od water tank over the staging. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)).
14.9875
24815
371914.8125
code59 - Providing and laying in position Reinforced cement concrete for top dome of water tank over the staging above the ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing in cement mortar 1:3, 12 mm thick for both inside and outside surface, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)) RCC M30 Design Mix with 20mm aggregate for level and upto 6-9 m height.
4.295
24019
103161.605
code60 - Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoier, cost of materials, labour, HOM of machinery complete as per specifications TMT bars Fe 550
8.0904
61864
500504.5056
code61 - Labour charges for fabricating mild steel or torsteel bars of all sizes for reinforcement for RCC works including conveying steel to work spot with all lead including cleaning, straightening, bending, fabricating, placing in position and tieing as per design including cost of binding wire, hoisting etc. with all lifts etc. complete (excluding the cost of steel) for: (Stg 6 m to 9 m)
8.0904
11557
93500.7528
code62 - Supplying 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)
42.7312
1098
46918.8576
code63 - Providing and fixing RCC final and ventilators as per approved design and specifications with form works and protected with wire mesh. The plinth to be of RCC circular pillars and canopy with an ornamental finish at top. The first 22.5 cms height to be covered with RCC panelling as per detailed drawings etc. with all lead and lifts and excluding reinforcement steel
1
5750
5750
code64 - Providing and fixing MS inspection door of size 60 cms x 60 cms,including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc.
1
2111
2111
code65 - Ladder inside the container: Providing anodised ladder using 65mm x 32mm x 3mm "C" section for ladder side channel x 25mm dia., fluteL pipe for Rungs at 250 mm c/c leather fixed at an angle of 70 to horizontal including necessary 25mm dia., G.I. shutters with necessary fastners for bracing the ladders to the tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete.
5
5100
25500
code66 - Supplying and fixing lightening arrestor with aluminium strip 25mm x 3mm size including finial and grounding, aluminium strip to be embeded in one of the columns in and independent GI conduit of 40mm dia. pipe suitably jointed by collars with all specials with all lead and lifts etc. complete for:.
1
8606
8606
code67 - Providing plastering in CM 1:3 proportion for RCC over head tanks, including smooth finishing, minimum 2% of approved quality water proofing compound, curing, scaffolding and giving satisfactory water proof testing as per direction etc. complete with all lead lifts etc. for side walls, shell portions, bottom doom, bottom slab and ribs etc. for:
215.8518
343
74037.1674
code68 - Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2
215.8518
153
33025.3254
code69 - Supplying And fixing DI/CI puddle flanges conforming to IS 7181-7986 with latest ammendments in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc.complete. 80 mm dia (Inlet)
4
1526
6104
code70 - Supplying,laying and jointing cast iron(CI)double flanged pipes true to line/hoisting of DI flanged pipe in position and aligining to correct plumb,including cost of jointing materials,conveying to work spot with alla lead and lifts etc. For double flanged CI pipes of 80mm dia
72
2205
158760
code71 - Providing 80 mm dia Bell mouthed pipes (flanged) confirming to IS 1538 (Part-I toXXII) 1978 with latest amendments if any cost of all materials, labour charges etc.complete.
4
320
1280
code72 - Supplying ductile iron push on special conforming to IS 9523-2000-AllDouble Socket Duck Foot DI Bends,80X100
4
2365
9460
code73 - Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 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 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut 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. (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.) For PN-10: [BWSSB SOR 21-22 P-71 25 B073] 80mm dia
4
8013
32052
code74 - Providing 80 mm dia Heavy class 45” double flanged bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. 80 mm
4
575
2300
code75 - Providing 80 mm dia Medium class 22.5
” double socketed bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. 80 mm
4
580
2320
code76 - Providing 80 mm dia heavy class CI flanged and socket tail pieces confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. 80 mm
4
750
3000
code77 - Supply and delivery of Woltman model with removal mechanism water meters confirming to ISO 4064 part I,II,III class B or IS 779 and IS 2373 with life cycle test certificate from FCRI/ NABL accredited lab. The water meters shall have magnetic drivers or mechanical drivers and shall be versatile for installation in any position. The meters shall be hydrodynamically, hydrostatically balanced. The runner, runner chamber, pointer of the meter shall be as per ISO 4064 class B specification. Dry dial excavated counter housing fully protected against flooding ensuring easy reading in all climates. Note: the above rates are basic rates inclusive of transportation charges, earth work excavation, labour charges, cutting and threading, conveyance, welding and hire charges for tools and plants ets., complete. (100 mm) Outlet
1
25531
25531
code78 - SPIRRAL STAIR CASE ( 01 Nos) Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work.(CSR 21-22 PgN-6 It N-1.5)
4.6464
229
1064.0256
code79 - 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 shall be paid separately).BWSSB SR 2021-22 Chapter No: 8 Item No: 1.1]
0.289
6025
1741.225
code80 - Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes , labour, strutting, plywood / steel form work , Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) (Minimum cement content: 340 kgs (6.80 bags)).( BWSSB SOR 21-22 Pg n-107 It no H020A) RCC M25 design mix with 20mm Aggregate )
0.7282
9180
6684.876
code81 - Providing and laying in position Reinforced cement concrete for top slab of water tank over the staging above the ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing in cement mortar 1:3, 12 mm thick for both inside and outside surface, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)).( BWSSB SOR 21-22 Pg n-110 It no 8.2 H080B ) RCC M25 design mix with 20mm Aggregate )
6.957
19052
132544.764
code82 - Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoier, cost of materials, labour, HOM of machinery complete as per specifications TMT bars Fe 550
1085.9264
61
67175.407104
code83 - Providing plastering in CM 1:3 proportion after removing old plaster of existing RCC over head tanks, including smooth finishing, minimum 2% of approved quality water proofing compound, curing, scaffolding and giving satisfactory water proof testing as per direction etc. complete with all lead lifts etc. for side walls, shell portions, bottom doom, bottom slab and ribs etc. for: 20mm thick for exposed surfaces 6.0 to 9.0 m staging. [Vol-5: WS & UW Chapter: 8 Item No: 18.7, H200G Pg.No:113]
20.1232
387
7787.6784
code84 - Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including scrapping the surface with wire brushes etc. before removal of scaffolding for new RCC over head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc. complete for:(BWSSB SOR 2021-22 P.No. 114, It. No. 21 H210C ) (FOR 9 TO 12 M)
117.9724
175
20645.17
code85 - 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 CSR 21-22 Pag no -7 Item no-1.10
4.34
122
529.48
code86 - CONSTRUCTION OF RCC VALVE CHAMBER ( 08 NOS) Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.
36.288
186
6749.568
code87 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as pertechnical specifications. (The cost of steel reinforcement & formwork shall be paid separately)
5.28
5554
29325.12
code88 - Providing and laying in position plain cement concrete forlevelling coursefor all worksin 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 pertechnical specifications. ( The cost of steel reinforcement shall be paid separately) P&L PCC 1:1.5:3 (20mm aggregates) in foundations incld. shutter,compaction, curing etc.
10.6512
6280
66889.536
code89 - Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoier, cost of materials, labour, HOM of machinery complete as per specifications TMT bars Fe 550.
851.2
92
78310.4
code90 - Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials labour complete as per specificaitons.
7.68
258
1981.44
code91 - Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth and string courses cost of all materials, labour complete as per specificaitons
73.6
358
26348.8
code92 - 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
8.4
122
1024.8
code93 - Pipeline-Raw 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 including cost of labour, tools, usage& other appurtenances required to complete the work. [UNI S0R 2021-22 Chapter No: 1 Item No: 1.6.1]
1439.1
371
533906.1
code94 - Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. UNI S0R 2021-22 Chapter No: 1 Item No: 1.17]
1439.1
194
279185.4
code95 - Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used. (For Grade PE100 PN8.0) [BWSSB-V SR 2021-22 Chapter No: 11 Item No: 11.1-11.4] 75 mm dia pipe
5330
240
1279200
code96 - Supplying and installation of Class SN8 HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) Supply and delivery at site of brand new ELECTRO FUSION COUPLER 75mm
18
153
2754
code97 - Supply and delivery at site of brand new ELECTRO FUSION ELBOW 75mm
18
246
4428
code98 - 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 UNI S0R 2021-22 Chapter No: 1 Item No: 1.10]
1439.1
122
175570.2
code99 - Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments BWSSB SR 2021-22 Chapter No: 15 Item No: 28.3] 80 mm Dia
6
1740
10440
code100 - Providing 100 mm dia Air valve confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any KRDWS&S SOR - 2019-20 It.No.15.60 PG NO.117
11
3000
33000
code101 - Supplying and fixing of fixed height surface box H-4057 MD-KU with PP 40% GF Lid, Housing of PA+, Locking clip of PP with Notched bolt M 12 x 130 hexagon head A2-70 for service connection valves, design derived from DIN 4057, Should be suppied with support tile I (FSL, FSS ,SI) ,Should be able to receive class AA traffic loads BWSSB-V SR 2021-22 Chapter No: 3 B116A Item No: 52
17
2731
46427
code102 - BOREWELL Sinking of Borewell of 165mm dia clear using super fast hydraulic Rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burden. Fixing of casing pipes, collars & cap with necessary cutting, threading and welding including transportation of Rig & supporting vehicle, crew charges & cost of consumables etc, complete including yield testing at the final depth with a minimum working compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete) (RDW&S BNG Circle, SR 2019-20, P.No - , I.No -13.01) A) 0 to 50.00 mtrs
50
347
17350
code103 - B) 50 to 100.00 mtrs
50
442
22100
code104 - C) 100 to 150.00 mtrs
50
456
22800
code105 - D) 150 to 200 mtrs
50
536
26800
code106 - Supply of ISI 165 mm Nominal Bore plain end steel Casing pipes grade of Steel Fe-410 of wall tickness Confirming To IS 4700:2001 & latest amendments electric resistance welded steel tube materials & confirming to IS 1387-1993 & Manufactured by basic open hearth electirc or basic oxygen procees in random length of 5 to 7 mtrs both ends threaded confirming to IS 554-1985, one end fixed with a socket confirming to IS 4270:2001 & the otherebd with screwed pipes. All shall be resonably free from defects.The tubes shall be rasonbly straight should be with ISi marking ,wiegjing 25.10 kg/mtr (exclusive of all taxes & duties) Prices include Collar-medium duty.175 mm dia 5.4 mm thick. (RDW&S BNG Circle, SR 2019-20, P.No - It.No.15.85 BW
10
1933
19330
code107 - Above 20 & upto 30 M - 15%
20
2222
44459
code108 - Providing and laying at site of work MS Casing Caps as per IS 1239 (part-1) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (part-1) 1982 with all amendments inluding cost of material and labour charge for fixing, if any etc. complete with all lead and lifts and as directed by the engineer in charge. (RDW&S BNG Circle, SR 2019-20, P.No - It.No.15.87
1
164
164
code109 - PUMPING SET Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. For 3 HP(KRDWS&S V-5 SR - 2021-22 Pg. No.160, It.No.16.7 SOR CODE : P170F 12.5 HP - 120 LPM @ 220 m = 20 STG Outlet Dia - 2.00”
1
62350
62350
code110 - Supply and Delivery of galvanized mild steel tubes of 6mtr standard length heavy duty (C Class) as per IS 1239(part-1) 1990 with latest amendments with ISI Mark (one end fitted with heavy duty collar and other end fitted with protective cover)
30
3050
91500
code111 - Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. (KRDWS&S V-5 SR - 2021-22 Pg. No.161, It.No.22.3 SOR CODE : P230C)
360
165
59400
code112 - Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments (KRDWS&S V-5 SR - 2021-22 Pg. No.162, It.No.27 SOR CODE : P250A)
1
1250
1250
code113 - Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments. (KRDWS&S V-5 SR - 2021-22 Pg. No.162, It.No.28.1 SOR CODE : P260A)
1
1275
1275
code114 - Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type BWSSB SOR 21-22 Cp No -15 Item No-29-P270 Pg No 162
1
14250
14250
code115 - Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work. (KRDWS&S V-5 SR - 2021-22 Pg. No.163, It.No.40 SOR CODE : P330A)
1
1350
1350
code116 - Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets BWSSB SOR 21-22 Cp No -15 Item No-31-290A Pg No 162
1
550
550
code117 - Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. BWSSB SOR 21-22 Cp No -15 Item No-38-P360A Pg No 163
1
6150
6150
code118 - ELECTRIFICATION :Fabricating, Supplying and mounting MS Box Made out ….. SWG Suitable for Floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arreangement, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc., complete (16 SWG)
19500
-
7410
code119 - 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. 75x75x6mm
2
497
994
code120 - Supplying 6A flush/projected type socket and a 6 amps flush/projected type SP switch either surface/flush mounting in a existing gang box or in a 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3654. 6Amps 3/5 Way.
1
143
143
code121 - Wiring for lighting/power circuit using one of PVC insulated 1100v grade, multistrand Copper conductor single core cable in open or consealed system of wiring as per IS-694:1990 & Confirming to the attached GTP of Group B 4.0 sqmm
15
59
885
code122 - Supplying & fixing of porcelain fuse channel with cut out on existing wooden panel using necessary nuts, bolts and washers etc" B) 32 Amps
3
200
600
code123 - Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3with Short circuit breaking capacity of 10 K and complete wiring as required 50-63 Amps TPN
1
2399
2399
code124 - Supplyng and wiring Earth Leakage Miniature Circuit Breaker (ELMCB) 240 / 450 V upto 300 mA sensitivity on Existing wood / panel board 32-40 Amps 4 pole.
1
2826
2826
code125 - Supplying and Fixing a shunt capacitor of …. KVAR capacity with necessary clamps, bolts, and nuts on existing wooden r metal board including banking of more than one capacitor upto 5 KVAR.
6
210
1260
code126 - Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 220v A.C. 50 Hz 12/24v D.C. Group A
2
464
928
code127 - Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipments on the meter board using 40mm dia 2.90 thick GI pipe2.5 Mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm alround the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc, the pipe shall have 16 through holes of 122 mm dia.
1
2999
2999.7
code128 - Supplying of 1.1 KV LT UG cable having alluminium conductor PVC insulated, sheathed, extruded inner sheathed, galvanized, steel strips (except 2C x 10 Sq.mm wire armoured) as per IS-3975 : 1990 & extruded PVC Outer Ssheathed armoured cable as per IS-1554 Part-1:1988 & Confirming to the attached GTP of Group-B 4 core 10 sqmm
30
130
3900
code129 - Labour charges for laying of 1.1 K V class UG cable in existing in existing trench GI pipe/stoneware pipe /on wall /on pole as required, In exIsting trench/duct. 6 Sqmm to 16 sqmm
20
11
237.6
code130 - On wall/structure a)6 sqmm to 16sqmm
20
30
600
code131 - Digging of trench of 0.6m deep x 0.50 mtr wide refilling the trench to the required ground level and consolidating etc, complete (As per civil SR KSRB 1- 2, P7) In soil (Hard)
20
102
2040
code132 - Supplying and fixing of class -A (medium) GI pipe of wall thickness not lessthan 3.25mm on pole/wall/drain crossing with necessary clamping arrangements for UG cable of 1.1 KV class (a) 40mm.
8
335
2680
code133 - Supplying and fixing L.T cast iron pot heads suitable for 1.1 K V class UG cable filled with necessary bitumen / insulation compound with terminals, clamps bolts nuts and washers etc, 10 sqmm.
2
260
520
code134 - Supplying and running GI/Copper conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc.,GI Wire c) 8 SWG
12
19
228
code135 - Supplying, fixing and wiring 10 to 40 Amps three phase 4 wire class-1 Accuracy Energy Meter
2
5125
10250
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