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
₹ 3,03,675Document Cost
Refer DocumentsTender Fee
₹ 5,000
Description
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Contact
Tender Id
RWSSD/2024-25/WS/WORK_INDENT8536Tender No
RWSSD/2024-25/WS/WORK_INDENT8536Tender 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 - 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
7221
163
1182799.8
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) 75mm
2881
206
595502.7
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) 90mm
1037
269
279056.7
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) 110mm
1088
393
428563.2
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
25
120
3000
code09 - Supply and delivery at site of brand new ELECTRO FUSION COUPLER 75mm
10
153
1530
code10 - Supply and delivery at site of brand new ELECTRO FUSION COUPLER 90mm
8
197
1576
code11 - Supply and delivery at site of brand new ELECTRO FUSION TEE 63mm
73
216
15768
code12 - Supply and delivery at site of brand new ELECTRO FUSION TEE 75mm
29
306
8874
code13 - Supply and delivery at site of brand new ELECTRO FUSION TEE 90mm
22
451
9922
code14 - Supply and delivery at site of brand new ELECTRO FUSION ELBOW 63mm
25
211
5275
code15 - Supply and delivery at site of brand new ELECTRO FUSION ELBOW 75mm
10
246
2460
code16 - Supply and delivery at site of brand new ELECTRO FUSION ELBOW 90mm
8
387
3096
code17 - Supply and delivery at site of brand new ELECTRO FUSION REDUCER 90 x 75 mm
37
430
15910
code18 - Supply and delivery at site of brand new ELECTRO FUSION REDUCER 90 x 63mm
15
377
5655
code19 - Supply and delivery at site of brand new ELECTRO FUSION REDUCER 75 x 63mm
11
240
2640
code20 - 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
60
844
50668.8
code21 - 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
31
1550
48050
code22 - 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
1
8013
8013
code23 - 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
code24 - 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]
33
2731
90123
code25 - 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
19.83
2394
47473.02
code26 - 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]
19.83
6152
121994.16
code27 - 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
code28 - NEW FHTC: Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc.
223.695
951
212733.945
code29 - 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.
2758.9
371
1023551.9
code30 - Approved make electro fusion saddle comply with BS EN 12201-3:2011. PN-12.5 rating and food grade raw mateial as per BS 6920 for effect on water qualityintended for human consumpution material of conmstrcution: PE 80 or PE 100 and color of fitting- Blue or Black for water applications, EF taping Saddle is V- Regualted type designed to fuse at a fusion voltage of 40V AC. EF tapping saddel shall have molded SS/ Brass metal female threaded outlet. EF tapping saddle is fused by using a top loading pillar type pressure exerting 1500N (150 kilograms approx.) top load on EF Saddle. Fusion time is 170 secs and cooling time is10mins, Exerted pressure should be removed after completing the 10mins cooling time. 63x20, 75x20, 90x20, 110x20, 140x20(Approved Rate)
1657
350
579950
code31 - 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)
8285
180
1491300
code32 - Providing and fixing Flow control valve using food grde materials SS 316 ball / 1/2" [15mm] including cost of all materials, labour charges, HOM and testing complete as per of following specification. The FCV nominal design is for 7ltr/Min Discharge at 0.5 bar pressure loss and should not exceed the flow at range of 15ltr/Min at 1 bar or more pressure.MOC of valve : Food grade stainless steel SS -316 MOC of valve : stainless steel SS -316 flow direction arrow embossed on its outside surface , the valve should act as flow control valve and non return valve. minimum operating pressure - 0.1kg ( 10cm head). designed pressure 1 mtr to 50 mtr. accuracy of valves + 20 % of average flow rate. orifice size : not less than 12 mm. ball size : not less than 12 mm. weight of FCV : not less than 125 gms. length : not less than 70 cm . The FCV is with internal arrangements of very simple passage in line such that the valve will pass the small flaoting particle if any entered in the valve to vaoid choking . The FCV shall be got tested from FCRI by the manfacturer as per the above standards , the quantum of checking to be done from FCRI is th be atatched . The FCV should be fitted on saddle which is fixed on distribution line ( Approved rate )
1657
255
422535
code33 - 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.
1657
2645
4382765
code34 - 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.
1657
509
843413
code35 - Supply of PPR Female Threaded coupling confirming to IS 15801-2008 and DIN Standards 8077/8092 20*1/2 dia
6628
59
391052
code36 - Supply of PPR Female Threaded coupling confirming to IS 15801-2008 and DIN Standards 8077/8092 25* 1/2 dia
1657
66
109362
code37 - Supply of End Cap confirming to IS 15801-2008 and DIN standards 8077/8092 20 mm
1657
11
18227
code38 - Supply of PPR Union confirming to IS 15801-2008 and DIN standards 8077/8092 20 mm
1657
58
96106
code39 - Supply of PPR Gate Valve confirming to IS 15801-2008 and DIN standards 8077/8092 20 mm
1657
378
626346
code40 - Providing and fixing brass bib cock of approved quality 20 mm
1657
345
571665
code41 - 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.
208.78
6152
1284414.56
code42 - 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 )
970
440
426800
code43 - 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
970
391
379270
code44 - 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
960.3
95
91228.5
code45 - Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade
97000
1
116400
code46 - CONSTRUCTION OF 50KL OHT ON 9M STAGING 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
25.8
73
1883.4
code47 - 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
25.8
272
7017.6
code48 - 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).
2.565
6539
16772.535
code49 - 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)).
9.81
9180
90055.8
code50 - 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))
12.56
15662
196714.72
code51 - 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)).
10.2
23551
240220.2
code52 - 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)).
7.723
24815
191646.245
code53 - 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))
6.98
24019
167652.62
code54 - 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
4.85
61864
300042.34
code55 - Providing and fixing M.S. ladder between landing 45 cms. wide using angle iron of following size and 20 mm M.S. bars at 25cms. centre to centre with necessary supports of same angle iron as directed including hand railing on both sides with 25mm dia G.I. pipes with angle iron props at 2 mtrs, interval and 0.5 mtr, height including fixing in ground with C.C. 1:2:4 and two coats of nonpoisonous anticorrosive bituminous paint with alllead and lift etc., complete. 65x65x8mm angle iron frame.
18
4323
77814
code56 - 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.
4.5
5100
22950
code57 - 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
code58 - 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
code59 - Providing and fixing gauge with iron sheet or enamelled gauge plate 3mm to 4mm thick,.23M width with copper floats indicators and flexible nylone wires,painting figures with approved enamel paint etc.with all lead and lifts,complete-enamelled gauge plate for 2.5m depth.Including cost of all materials,labour,transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work.
1
3987
3987
code60 - 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.
5
1526
7630
code61 - 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
66
2205
145530
code62 - 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.
1
320
320
code63 - Supplying ductile iron push on special conforming to IS 9523-2000-AllDouble Socket Duck Foot DI Bends,80X100
4
2365
9460
code64 - 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
1
8013
8013
code65 - 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
447.8
153
68513.4
code66 - 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:: Tanks staging above 6 Mtrs. and upto 9 Mtrs.
447.808
299
133894.592
code67 - Painting with enamel paint od 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 materidla,labour complete as per specifications and as per
3.75
90
337.5
code68 - Painting new letter and figures of any shade with synthetic enamel paint black or nay other approved colour to give an even shade complete as per specifications.English and Roman Hyphen and the like noit to be measured and paid for
1000
-
700
code69 - 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
code70 - 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)
60.09
1098
65978.82
code71 - 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] 80mm dia
1
1750
1750
code72 - CONSTRUCTION OF RCC VALVE CHAMBER(03 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.
13.62
186
2533.32
code73 - 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)
1.98
4859
9620.82
code74 - 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, 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. (The cost of steel reinforcement & formwork to be paid separately)
3.99
5943
23712.57
code75 - 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.
319.2
92
29366.4
code76 - 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.
2.88
258
743.04
code77 - 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
27.599
358
9880.442
code78 - 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
1.05
122
128.1
code79 - REPAIRS OHT Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including necessary scaffolding and scrapping of old paint and stain with wire brushes and cleaning of paint stains etc. wherever necessary for old RCC over head tanks with all lead and lifts etc. complete for:
288.4
164
47297.6
code80 - Providing and fixing M.S. ladder between landing 45 cms. wide using angle iron of following size and 20 mm M.S. bars at 25cms. centre to centre with necessary supports of same angle iron as directed including hand railing on both sides with 25mm dia G.I. pipes with angle iron props at 2 mtrs, interval and 0.5 mtr, height including fixing in ground with C.C. 1:2:4 and two coats of nonpoisonous anticorrosive bituminous paint with alllead and lift etc., complete. 65x65x8mm angle iron frame
12
4323
51876
code81 - 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
3099
15495
code82 - 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)). RCC M25 Design Mix with 20mm aggregate Bottom slab
5.51
8292
45688.92
code83 - 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 1:3:6 using 40 mm aggregate For base Platform
4.41
5742
25322.22
code84 - Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS1865 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 imensions 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:
3
8013
24039
code85 - 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
code86 - Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including necessary scaffolding and scrapping of old paint and stain with wire brushes and cleaning of paint stains etc. wherever necessary for old RCC over head tanks with all lead and lifts etc. complete for:
40
164
6560
code87 - Supplying and fixing DI/CI puddle flanges conforming to IS 7181-1986 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 for Inlet & Outlet
15
1526
22890
code88 - 100 mm dia for Inlet & Outlet
10
1807
18070
code89 - 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.
1
25531
25531
code90 - RAISING MAIN: 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]
86.4
371
32054.4
code91 - 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]
777.6
194
150854.4
code92 - 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
1600
240
384000
code93 - 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]
86.4
122
10540.8
code94 - 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
6
153
918
code95 - Supply and delivery at site of brand new ELECTRO FUSION ELBOW 75mm
6
246
1476
code96 - 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
2
1740
3480
code97 - 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
3
3000
9000
code98 - 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
5
2731
13655
code99 - 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
code100 - 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)B) 50 to 100.00 mtrs
50
442
22100
code101 - 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)C) 100 to 150.00 mtrs
50
456
22800
code102 - 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)D) 150 to 200 mtrs
50
536
26800
code103 - 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)E) 200 to 250.00 mtrs
50
634
31700
code104 - 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)E) 250 to 300.00 mtrs
50
700
35000
code105 - 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)F) 300 to 350.00 mtrs
50
825
41250
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
20
1933
38660
code107 - Above 20 & upto 30 M - 15%
10
2222
22229.5
code108 - Above 30 to 60 M -30%
25
2512
62822.5
code109 - 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
code110 - 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 15 HP - 120 LPM @ 253 m = 23 STG Outlet Dia - 2.00”
1
67984
67984
code111 - 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
code112 - 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)
400
165
66000
code113 - 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
code114 - 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
code115 - 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
code116 - 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
code117 - 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
code118 - 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
code119 - Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. BWSSB SOR 21-22 Cp No -15 Item No-45- P430A Pg No 163
1
3750
3750
code120 - 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..[UNI S0R 2021-22 Chapter No: 1 Item No: 1.5]
0.441
229
100.989
code121 - Providing and laying in position plain cement concrete of grade M 10 with OPC cement @ 220kgs,with 20mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregtes@ 0.56cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick,well compacted, in foundation,plinth and cills, ncluding cost of all materials, labour, HOM of machinery, curing complete as per specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates[UNI S0R 2021-22 Chapter No: 2 Item No: 2.1.3 ]
0.441
5554
2449.314
code122 - RCC hume pipe Circular pump house: Supplying precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm((KRDWS&S V-5 SR - 2021-22 Pg. No.136, It.No.5.2 SOR CODE : M070A))
1
16401
16401
code123 - Erection and positioning of RCC Hume pipe pump house/Cistern on size stone masory platform including transportation charges and handling,finishing with all necessary tools ,plants and materials etc.,complete as directed by the Engineer in charge of the work. ((KRDWS&S V-5 SR - 2021-22 Pg. No.136, It.No.5.3 SOR CODE : M080A))
1
1882
1882
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