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
₹ 2,00,000Document Cost
Refer DocumentsTender Fee
₹ 3,140
Description
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Contact
Tender Id
RWSSD/2023-24/WS/WORK_INDENT1557/CALL-3Bid Award Id
ViewTender No
RWSSD/2023-24/WS/WORK_INDENT1557/CALL-3Tender Authority
Rural Drinking Water And Sanitation Department ViewPurchaser Address
-Website
http://https://jalshakti-ddws.gov.in/
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Documents
BOQ Items
CSR_V1_IN1.17.1 - Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width ) 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 followingstrata. All kinds of soils. Depth upto 1.50m Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
676.4849
194
131238.0706
CSR_V_IN3.1 - Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 250 mm dia.
25
1065
26625
CSR_V5_K060A - Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used.HDPE Grade PE100-PN6.0,63mm dia. Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
9703
163
1589739.52
CSR_V5_K060B - Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used.HDPE Grade PE100-PN6.0,75mm dia. Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
1949
206
402858.3
CSR_V5_K060B - Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used.HDPE Grade PE100-PN6.0,90mm dia. Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
58
269
15607.8
CSR_V5_K060B - Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used.HDPE Grade PE100-PN6.0,110mm dia. Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
40
406
16240.8
CSR_V5_B074A - Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of various dia. with body, bonnet of ductile iron (DO) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seils of NBR and the valves should be vacum tight and 100% leak proof with face dimensions as per BS 5163- 89 / IS 14846-2000/ DN 3202 F4/FS. The stem sealing should be with toraidal sealing rings (minimum 2 O rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Conting with minium coating thickness of 250 micron both inside and out side. The rate is inclusive of cost of valve, TP set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-16: for Suilce Valve of PN 10.0 and 50mm(Common SR of Water Supply & UGD 2021-22) Vol- V item No 26.1, item Code B074A, Page No:72
10
4504
45040
CSR_V5_B074A - Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of various dia. with body, bonnet of ductile iron (DO) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seils of NBR and the valves should be vacum tight and 100% leak proof with face dimensions as per BS 5163- 89 / IS 14846-2000/ DN 3202 F4/FS. The stem sealing should be with toraidal sealing rings (minimum 2 O rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Conting with minium coating thickness of 250 micron both inside and out side. The rate is inclusive of cost of valve, TP set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-16: For Suilce Valve of PN 16.0 and 80mm.(Common SR of Water Supply & UGD 2021-22) Vol -V.item No 26.2, item Code B074B, Page No:72
3
8013
24039
CSR_V5_B097A - Supplying and fixing surface box of required dia. and size with synthetic lid for valves or spindle rods. The surface box should be usable for 50 to 400mm dia. valves, PN 10 / 16 and will consist of lid, housing, locking clip, notched bolt, cross bar, washer and torque nut..
(For sluice valve pipe) Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
11
2731
30041
CSR_V1_IN1_1.10 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications. Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
564.615
122
68883.03
CSR_V3_IN4.27 - WET MIX MECADAM
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.Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
305.7
2394
731845.8
CSR_V3_IN20.28 - 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 inapproved 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 Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
377.31
6152
2321211.12
CSR_V5_N005I - 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). Light Duty GI pipe of 100mm dia. Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
60
992
59539.2
CSR_V5_5914 - Providing and Supplying HDPE Pipe Specials
63 MM ELECTRO FUSION COUPLER.
195
120
23400
CSR_V5_5915 - Providing and Supplying HDPE Pipe Specials
75 MM ELECTRO FUSION COUPLER.
394
153
60282
CSR_V5_5916 - Providing and Supplying HDPE Pipe Specials
90 MM ELECTRO FUSION COUPLER.
2
197
394
CSR_V5_5917 - Providing and Supplying HDPE Pipe Specials
63 MM ELECTRO FUSION TEE.
33
210
6930
CSR_V5_5918 - Providing and Supplying HDPE Pipe Specials
75 MM ELECTRO FUSION TEE.
6
306
1836
CSR_V5_5925 - Providing and Supplying HDPE Pipe Specials
75X63 MM ELECTRO FUSION REDUCER.
33
240
7920
CSR_V5_5926 - Providing and Supplying HDPE Pipe Specials
90X63 MM ELECTRO FUSION REDUCER.
1
377
377
CSR_V5_5926 - Providing and Supplying HDPE Pipe Specials
90X75 MM ELECTRO FUSION REDUCER.
1
430
430
CSR_V5_5920 - Providing and Supplying HDPE Pipe Specials
63 MM ELECTRO FUSION ELBOW.
33
211
6963
CSR_V5_5921 - Providing and Supplying HDPE Pipe Specials
75 MM ELECTRO FUSION ELBOW.
5
246
1230
CSR_V5_5922 - Providing and Supplying HDPE Pipe Specials
90 MM ELECTRO FUSION ELBOW.
1
387
387
CSR_V5_5922 - Supply of Electro fusion End Cap with Pipe of 0.2 m length (CSR-2021-22 Vol-V Page No.3 Item No: 92)
49
81
3969
(RWS SOR-2019-20 Page No. Item No:15.60) - Providing 80 mm dia Air valve confirming to IS 1538 (Part-I to XXII) 1978 with latest
amendments if any
3
2700
8100
CSR_V1_IN1.4.1 - 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. In all kinds of soils Depth upto 1.5 m. Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
40.8405
186
7596.333
CSR_V1_IN2.1.3 - 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 per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately). Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates. Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
3.7925
5554
21063.545
CSR_V5_H010D - 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 1:1.5:3 using 20 mm aggregate.
2.592
6471
16772.832
CSR_V2_IN11.16.3 - Providing and fixing Steel work in built up tubular (round, square or octangular hollow tubes etc.) trusses etc., including cutting, hoisting. ing in position and applying a priming coat of approved steel imer, including welding and bolted with special shaped washers etc. omplete. Electric resistance or induction butt welded tubes including ost of materials, labour, usage charges of machinery complete as per pecifications and as per directions of the Engineer-in-Charge
314.73
110
34620.3
CSR_V2_IN11.25.2 - Fencing with G.I. barbed wire Angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
389.76
96
37416.96
CSR_V2_IN8.40 - Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges o machinery complete as per specifications and as per directions of the Engineer-in-Charge.
150
120
18000
CSR_V2_IN11.16.3 - Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. (Made of G.I. wire of dia 4 mm)
54
676
36504
CSR_II_IN5.2 - Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) CSR-Vol-2 2021-22 Chapter No: 5, Page No:9 Item No:5.2
1.35
5611
7574.85
CSR_V_INI120.C - Providing plastering in cement mortar 1:3 proportion with minimum 2% of approved quality water proof compound, including scaffolding, racking out joints 25mm deep, smooth finishing, curing etc. with all lead and lifts for all materials etc. complete for: Pump House. (30mm thick plastering ) (Common SR of Water Supply & UGD 2021-22), Vol-V, Item No: 9.3, Item Code: I120C, Page No: 119)
1.8
407
732.6
CSR_V1_IN2.2.1.1 - 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).M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates.Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
15.036
5943
89358.948
CSR_V2_IN11.32 - Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately). Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
1120
92
103040
CSR_V2_IN63.2 - Providing and fixing 3 layer PP-R (Poly Propylene Random Copolymer) pipes confinning to IS.1580 I with WRAS and NSF cenificates with UV stabilized and anti-microbial fusion welded, having thennal sUJbility 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(Excluding Special Fittings). This includes Lot wise test repon as per the relevant IS/lSO/DIN/BIS codes and also testing of joints complete as per direction of Engineer-In- Charge. PN - 16 Pipe, SDR 7.4 -20 mm OD
1953
180
351540
CSR_V2_IN63.3 - Providing and fixing 3 layer PP-R (Poly Propylene Random Copolymer) pipes confinning to IS.1580 I with WRAS and NSF cenificates with UV stabilized and anti-microbial fusion welded, having thennal sUJbility 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(Excluding Special Fittings). This includes Lot wise test repon as per the relevant IS/lSO/DIN/BIS codes and also testing of joints complete as per direction of Engineer-In- Charge. PN - 16 Pipe, SDR 7.4 -25 mm OD
1085
227
246295
CSR_V5_N010D - 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 pipeIncluding All Lead and lifts and as per the directions of the Engineer in charge of the work.
434
350
152143.04
CSR_V5_K210 - Providing and fixing Electro fusion saddle comply with BS EN 12201 - 3:2011, PN - 125 rating and food grade raw material as per BS 6920 for effect on water Quality intended for human consumption. Material of construction: PE 80 or PE 100 and colour of fitting - Blue/ Black for water applications, EF tapping saddle is V- Regulated type. Designed to fuse at a fusion voltage of 40-volt AC. EF tapping saddle shall have moulded ISS/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 is 10mins, Exerted pressure should be removed after completing the 10 mins (cooling time. 63x20,75x20,90x20,110x20,140x20).Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
434
350
151900
CSR_V5_B210 - Flow Control valve 5LPM/10LPM/15LPM: Providing and fixing Flow control valve using food grade materials SS 316 ball / 1/2 15mm including cost of all materials, labour charges, HOM and testing complete as per of following specification. 15mm
Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
434
255
110670
CSR_V2_IN13.2.2 - Providing and fixing brass bib cock of approved quality 20 mm nominal bore
Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
434
345
149730
CSR_V5_B191B - Supply of PPR Female Threaded Coupling confirming to IS 15801-2008 and DIN Standards 8077/8092 (20Xl/2mm) All Lead and lifts and as per the directions of the Engineer in charge of the work.
2170
59
128030
CSR_V5_B191C - Supply of PPR Female Threaded Coupling confirming to IS 15801-2008 and DIN Standards 8077/8092 (20Xl/2mm) All Lead and lifts and as per the directions of the Engineer in charge of the work.
434
66
28644
CSR_V5_B184A - Supply of PPR Plain Union confirming to IS 15801-2008 and DIN Standards 8077/8092 (20mm) All Lead and lifts and as per the directions of the Engineer in charge of the work.
1302
58
75516
CSR_V5_B189A - Supply of PPR Ball valve Plastic (Heavy Body) confirming to IS 15801-2008 and DIN Standards 8077 /8092 (20mm) Item code - B189A
434
146
63364
CSR_V5_B181A - Supply of PPR End Cap confirming to IS 15801-2008 and DIN Standards 8077 /8092. PPR End Cap 20mm,All Lead and lifts and as per the directions of the Engineer in charge of the work.
434
11
4774
CSR_KUWSDB_24 - Supply and Fixing of RCC demarcation stones of 30 cms x 15 cms and 90 cms deep using 1:2:4 cc and 6mm dia rods for verticals and stirrups and rendered smooth , including engraving letters KWB and 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 excavation in all types of soils with all lead and lift
434
440
190960
CSR_V5_B130D - Supplying at site pot rest slab of 0.45mx0.30mx0.20m in CC. 1:2:4 proportion with granite metal 20 mm and down size including plank centering and form work, machine mixing, tamping including plastering 20 mm thick in C.M. 1:4 proportion with all lead as per specification with appurtenances., complete
434
513
222642
CSR_V5_K200A - Supply and fixing of HDPE water meter box to protect the water meter of class 'B: multijet type of size 15 to 32mm including HDPE box with base dia 300mmxlid dia 200mmxheight 250mm with openable lid and the cover is buried below GL with lid flush with GL including earthwork excavation for 600mmx600mm and base sand filling for 100mm thick over which the cover is placed and enclosed by PCC 1:2:4 using 12 to 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 etc complete as per drawing enclosed Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
434
509
220906
CSR_V5_B118A - 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. 15mm dia.
Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
434
1649
715666
CSR_V2_IN8.40 - Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge..
Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
580.55
90
52249.5
CSR_V3_IN8.3 - Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade.
Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
42060
1
50472
CSR_V5_H270 - Ladder inside the container: Providing anodized aluminium ladder using 65mm dia x 32mm dia x 3.0mm dia C section for ladder side channel x 25mm dia ., flutal pipe for Rungs at 250mm dia c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M15) bed for embedding the ladder bottom complete..Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
6.5
3099
20143.5
CSR_V5_H150H - Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick, 0.23 M width with copper floats indicators and flexible nylone wires, painting figures with approved enamel paint etc. with all lead and lifts, complete for: MS Guage sheet for 2.0 m depth - CSR -V 2021-22 Chapter No:8 Page No:111 Item No:14.2 (SOR Code:H150B)
1
4440
4440
CSR_V5_H110A - Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete :
MS angle of 65 x 65 x 8mm.Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
12
4323
51876
CSR_V5_H180B - Supplying and fixing lightening arrestor with aluminium strip 25mm x 3mm size including finial and grounding, aluminium strip to be embedded 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 Over Head Tanks upto 9 M staging.Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
1
8606
8606
CSR_V5_H140A - 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..Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
15
2111
31665
CSR_V5_H160A - 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 . For DI/CI puddle flanges of 80mm dia.Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
5
1526
7630
CSR_V5_H170A - Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DI flanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc. Complete. For double flanged CI pipes of 80mm dia.Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
48
2205
105840
CSR_V5_H15.57 - 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. RDW&S SR 2019-20 Chapter No. 15 Item No: 15.57
1
320
320
CSR_1_IN1.14 - 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 CSR 2021-22 Chapter No: 1 Item No: 1.14 pg.no:8. In Ordinary/ Hard Soil.
31.5657
73
2304.2961
CSR_1_IN1.15.1 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work CSR 2021-22 Chapter No: 1 Item No: 1.15.1 pg.no:8 Ordinary rock without blasting
13.5281
272
3679.6432
CSR_V_I030A - 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 Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
2.93
6392
18728.56
CSR_V5_H020B - 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 for footings, rafts and combined footing etc. With smooth finishing the exposed faces in CM 1:4, 12mm thick etc. Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
9.12
9180
83721.6
CSR_V5_H030B - 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))..Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
7.4
15662
115898.8
CSR_V5_H050B - 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)).. M30 Design Mix with 20mm aggregate for level and 6 to 9 m height. Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
7.33
23551
172628.83
CSR_V5_H060B - Providing and laying in position Reinforced cement concrete for side walls 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 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))..Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
7.5867
24815
188263.9605
CSR_V5_H070C - 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)) WS&UW CSR 2021-22, Vol :V , Chapter No: 8,Item No:7.2,SOR CODE:H070C pg.no:110
3.14
24019
75421.7952
CSR_V1_IN85 - Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members wherever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately).Including Labour Charges and All Lead and lifts and as per the directions of the Engineer in charge of the work.
5.45
73421
400146.6845
CSR_V5_H120A - 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..Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
1
5750
5750
CSR_V5_H260A - Suppling Ductile Iron Push on special confirming to IS 9523:2000 - All Double Socket Duck Foot DI Bends:.Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
4
2365
9460
CSR_V5_B073A - 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: WS&UW CSR 2021-22, Vol :V , Chapter No: 8,Item No:25,SOR CODE:B073A pg.no:71
2
8013
16026
CSR_V5_H230A - 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).Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
20.4156
1098
22416.3288
RDWS_IN15.40 - 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 -80mm dia
1
19451
19451
CSR_V5_IN28.3 - 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 -80mm dia
1
1740
1740
CSR_V5_O010A - 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 burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ).Borewell depth of 0 to 50 Mtrs.
All Lead and lifts and as per the directions of the Engineer in charge of the work.
50
347
17350
CSR_V5_O010B - 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 burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ).Borewell depth of 50 to 100 Mtrs.
All Lead and lifts and as per the directions of the Engineer in charge of the work.
50
442
22100
CSR_V5_O010C - 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 burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ).Borewell depth of 100 to 150 Mtrs.
All Lead and lifts and as per the directions of the Engineer in charge of the work.
50
456
22800
CSR_V5_O010D - 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 burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ).Borewell depth of 150 to 200 Mtrs.
All Lead and lifts and as per the directions of the Engineer in charge of the work.
50
536
26800
CSR_V5_O010E - 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 burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ).Borewell depth of 200 to 250 Mtrs.
All Lead and lifts and as per the directions of the Engineer in charge of the work.
50
634
31700
CSR_V5_O010F - 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 burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ).Borewell depth of 250 to 300 Mtrs.
All Lead and lifts and as per the directions of the Engineer in charge of the work.
50
700
35000
CSR_V5_O010G - 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 burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ).Borewell depth of 300 to 350 Mtrs.
All Lead and lifts and as per the directions of the Engineer in charge of the work.
50
825
41250
CSR_V5_O010H - 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 burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ).Borewell depth of 350 to 400 Mtrs.
All Lead and lifts and as per the directions of the Engineer in charge of the work.
50
900
45000
CSR_V5_O010I - 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 burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ).Borewell depth of 400 to 450 Mtrs.
All Lead and lifts and as per the directions of the Engineer in charge of the work.
50
1129
56450
CSR_V5_O160A - Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty..All Lead and lifts and as per the directions of the Engineer in charge of the work.
30
1933
57990
CSR_V5_O180A - Providing and laying at site of work MS casing caps as per IS 1239 (part-II) 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-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge.
1
164
164
CSR_V5_P220E - Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-20003Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. For 25.00 HP - 135 LPM @ 420 m 30 STG Outlet Dia - 2.00. Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
1
98489
98489
CSR_V5_P270B - 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 NOTE: 1) DOL Direct Online Starter 2)S-D- Star Delta Starter 6 to 15 HP pumps .
Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
1
14250
14250
CSR_V5_P310A - Supply and delivery of galvanized mild steel tubes of 6mtr standard length heavy duty (C Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI Mark (one end fitted with Heavy Duty collar and other end fitted with protective cover) 50 mm .
Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
70
3050
213500
CSR_V5_P230D - 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. Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
1x3x6 Sqm .
960
290
278400
CSR_V5_N110F - Supply and delivery at site wrought middle steel (galvanized) GI bend confirming to IS 1239-II, 1991 with latest amendments if any.Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
For 50 mm dia GI BEND .
3
294
882
CSR_V5_P360A - 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. Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
1
6150
6150
CSR_V5_R050A - Supply and laying insulated cable on messenger wire using 2 single core wire for a single phase and stringing PVC insulated and PVC sheathed 650 / 1100 V class aluminium conductor of sizes supported by 3.15mm GI messanger wire with two break insulators, one at each end of the span with suspenders at intervals 0.75m. Each suspender shall be procelain reel insulator of suitable core through which insulated wire passes and this reel insulator shall be fixed to the messenger wire usiing 2mm wire suitable bent and twisted. Separate reel insulator shall be provided for each wire, the messanger wire shall be ded-ended on the clamp provided to the departmentl pole. The work shall also include, supply and fixing short pole, guy set, MS eye bolt and pole support clamp etc. for SINGLE PHASE USING 2 WIRE 10 SQMM.
400
105
42000
CSR_V5_P250A - 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. Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
Size 50 mm .
1
1250
1250
CSR_V5_P260A - Supply and delivery at site of brand new best make non-return as per IS 778/1984 with ISI Mark and as per its latest amendments. Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
Size 50 mm .
1
1275
1275
CSR_V5_N010H - 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 (Revised rate w.e.f. 07/07/2022)
6
844
5066.52
WSCSR_V5_IN45 - 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.
1
3750
3750
CSR_V5_M070A - 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. Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
1
16401
16401
CSR_V5_M080A - 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. Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
1
1882
1882
CSR_V_X100B - • MINI Chlorinator 80gms/Batch Production capacity : 10gms/hr Total time per Batch : 8Hrs. Total volume of chlorine generation : 80 gms/ batch. Salt Required per hr. : 400 gms/batch. Electrical power required : 230V, 1phase AC 50Hz. DC power supply unit with Input 230 V AC :1 NO FRP Brain water tank :15litrs PP/PVC Chlorine storage tank :15 Liters Dosing pump Type of Dosing : Automatic Dosing Dosing flow rate :1to 30 lph Min actuating pressure :0.3kg/cm Max working pressure :5kg/ cm Inle/Outlet connections :B.S.P Max Temoerature :50C Dosing externally adjustable :0.5-2% Chlorine test kit : 1 set (Common SR Vol V 2021-22, SOR CODE: X100B, Pg.Nos. 226 It.Nos.10.1)
1
71500
71500
CSR_V_H010A - 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.(Common SR Vol V SOR CODE: H010A 2021-22, Pg.No.107 It.No.1.1)
0.645
5351
3451.395
CSR_II_IN6.8 - Providing Brick masonary with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work (Common SR Vol II 2021-22, Pg.No.14 It.No.6.8)(2nd Quarter Revision of Rates for cement related items W.E.F. 07/07/2022)
4.8817
6690
32658.573
CSR_II_IN8.1.2 - Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Common SR Vol II 2021-22, Pg.No.41 It.No.8.1.2)(2nd Quarter Revision of Rates for cement related items W.E.F. 07/07/2022)
38.841
198
7690.518
CSR_II_IN11.5.1 - Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. (Common SR Vol II 2021-22, Pg.No.75 It.No.11.5.1)
1.575
3660
5764.5
CSR_II_IN7.1.1 - Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge. (Common SR Vol II 2021-22, Pg.No.21 It.No.7.1.1)
7.25
795
5763.75
CSR_II_IN2.1.4 - 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 per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates. (Common SR Vol I 2021-22, Pg.No.15 It.No.2.1.4)(2nd Quarter Revision of Rates for cement related items W.E.F. 07/07/2022)
0.4
5728
2291.2
CSR_II_IN8.35.1 - Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces :One coat with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Common SR Vol II 2021-22, Pg.No.47 It.No.8.35.1)
40.416
61
2465.376
CSR_V_INH150H - Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick, 0.23 M width with copper floats indicators and flexible nylone wires, painting figures with approved enamel paint etc. with all lead and lifts, complete for:.
Enamelled guage plate for 2.5 Mtrs depth. (Common SR of Water Supply & UGD 2021-22), Vol- V, Item No:14.7, Item Code :H150H, Page No 112
1
3987
3987
CSR_ELE_IN5.42.2 - 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
CSR_ELE_IN5.41.3 - 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
CSR_ELE_IN3.1.2 - 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 3/5Way.
1
143
143
CSR_ELE_IN2.3.4 - Wiring for lighting/power circuit using one of FRLS PVC insulated 1100Vgrade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments - 4 mm2
15
59
885
CSR_ELE_IN5.7.2 - 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
CSR_ELE_IN5.17.9 - Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF,energy cross-3with Short circuit breaking capacity of 10 K and complete wiring as required confirming to IEC 60898. 50-63 Amps TPN
1
2399
2399
CSR_ELE_IN5.20.3 - Supplyng and wiring Earth Leakage Miniature Circuit Breaker (ELMCB) 240 4 /450 V upto 300 mA sensitivity on Existing wood / panel board 32-40 Ampspole.
1
2826
2826
CSR_ELE_IN14.15.1 - Supplying and Fixing a shut capacitor of KVAR capacity with necessary clamps, bolts, and nuts on existing wooden metal board including banking of more than one capacitor upto 5 KVAR.
3
210
630
CSR_ELE_IN5.38 - 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
1
464
464
CSR_ELE_IN6.1 - 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 pipe 2.5Mtr 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
CSR_ELE_IN6.4.2 - Supplying of 1.1 KV LT UG cable having alluminium conductor PVC insulated, sheathed, extruded inner sheathed, galvanized, steel strips (except 2C x 10Sq.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
15
130
1950
CSR_ELE_IN6.5.1 - Labour charges for laying of 1.1K 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
10
11
118.8
CSR_ELE_IN - On wall/structure a)6 sqmm to 16sqmm
10
30
300
CSR_ELE_IN6.6.2 - 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)
10
102
1020
CSR_ELE_IN6.9.1 - Supplying and fixing of class -A (medium) GI pipe of wall thickness not less than 3.25mm on pole/wall/drain crossing with necessary clamping arrangements for UG cable of 1.1 KV class (a) 40mm.
4
335
1340
CSR_ELE_IN6.10.1 - Supplying and fixing L.T cast iron pot heads suitable for 1.1K V class UG cable filled with necessary bitumen / insulation compound with terminals,clamps bolts nuts and washers etc, 10 sqmm.
1
260
260
CSR_ELE_IN6.18.3 - 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
6
19
114
CSR_ELE_IN5.35 - Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 32/63 A three phase 4 wire whole current class-1 Accuracy Energy Meter.
1
5125
5125
CSR_V3_IN21_C_4 - Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability 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 two 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 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804
Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
1
9000
9000
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