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
₹ 72,540Document Cost
Refer DocumentsTender Fee
₹ 910
Description
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Contact
Tender Id
RWSSD/2023-24/WS/WORK_INDENT2092/CALL-8Bid Award Id
ViewTender No
RWSSD/2023-24/WS/WORK_INDENT2092/CALL-8Tender 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.
370.0639
194
71792.3966
CSR_V1_IN1.19.1 - Earth work excavation for pipeline trenches in all kinds of 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 & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Ordinary/soft rock (without requiring blasting) Depth upto 1.50m. Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
49.976
342
17091.792
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. NoteUpto 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.
2092
163
342669.6
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. NoteUpto 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.
900
206
186030
CSR_V5_K060I - 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. NoteUpto 110mm dia Coil shall be used.HDPE Grade PE100-PN6.0,200mm dia. Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
4.8
1118
5366.4
CSR_V5_B074A - Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of various 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 dimensions as per BS 5163- 89 / IS 14846-2000 / DN 3202 F4/F5. 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 minium coating thickness of 250 micron both inside and out side. The rate is inclusive of cost of valve, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-16:.All Lead and lifts and as per the directions of the Engineer in charge of the work.For Suilce Valve of PN 16.0 and 50mm.
10
5638
56380
CSR_V5_B074B - Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of various 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 dimensions as per BS 5163- 89 / IS 14846-2000 / DN 3202 F4/F5. 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 minium coating thickness of 250 micron both inside and out side. The rate is inclusive of cost of valve, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-16:.All Lead and lifts and as per the directions of the Engineer in charge of the work.For Suilce Valve of PN 16.0 and 80 mm.
4
8013
32052
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.
9
3339
30051
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.
420.0399
122
51244.8678
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.
37.29
2394
89272.26
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.
75.55
6152
464783.6
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.
21
992
20838.72
CSR_V5_5914 - Providing and Supplying HDPE Pipe Specials
63 MM ELECTRO FUSION COUPLER.
21
120
2520
CSR_V5_5917 - Providing and Supplying HDPE Pipe Specials
63 MM ELECTRO FUSION TEE.
25
210
5250
CSR_V5_5920 - Providing and Supplying HDPE Pipe Specials
63 MM ELECTRO FUSION ELBOW.
8
211
1688
CSR_V5_5931 - Providing and Supplying HDPE Pipe Specials
63 MM COMPRESSION MTA.
22
171
3762
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.
36.29
186
6749.94
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.
1.18
5554
6553.72
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.
6.0115
5943
35726.3445
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.
440
92
40480
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
180
180
32400
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
150
227
34050
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.
75
350
26292
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 constructionPE 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.
75
350
26250
CSR_V5_B210 - Flow Control valve 5LPM/10LPM/15LPMProviding 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.
75
255
19125
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.
75
345
25875
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.
300
59
17700
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.
75
66
4950
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.
150
58
8700
CSR_V5_B196A - Supply of PPR Gate valve 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.
75
378
28350
CSR_V5_B180A - Supply of PPR Reducing TEE confirming to IS 15801-2008 and DIN Standards 8077 /8092 . Reducing TEE 20mmx16mmx20mm All Lead and lifts and as per the directions of the Engineer in charge of the work.
75
21
1575
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.
75
11
825
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
75
440
33000
CSR_V5_B068C - Supply and fixing pot rest slab of size 0.45 x 0.30 x 0.20 meters with central dip for resting the pot including two line dressing and edges rounded and with all lead.
75
513
38475
CSR_V5_K200A - Supply and fixing of HDPE water meter box to protect the water meter of class 'Bmultijet 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.
75
509
38175
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.
75
1649
123675
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.
98.625
90
8876.25
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.
10000
1
12000
CSR_V5_H270 - Ladder inside the containerProviding 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.
3.5
5100
17850
CSR_V5_H150H - Providing and fixing gauge with iron sheet or enamelled gauge plate of 3mm to 4mm thick, 0.23 M width with copper floats indicators and flexible nylon wires, painting figures with approved enamel paint etc. with all lead and lifts, complete for:.
Enamelled gauge plate for 2.5 Mtrs depth.Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
1
3987
3987
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.
15
4323
64845
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_V2_IN9.2 - Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement 2 coarse sand 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer in charge..Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
17.3406
705
12225.123
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.
2
2111
4222
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.
4
1526
6104
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.
60
2205
132300
CSR_V1_IN1.5.1 - 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 levelled and sides neatly dressed disposing off or levelling 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 ordinary/soft rock without blasting upto 1.5 m depth.
In ordinary/soft rock without blasting upto 1.5 m depth(30%) (of Item No:1))Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
22.19
229
5081.51
CSR_V1_IN1.5.2 - 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 levelled and sides neatly dressed disposing off or levelling 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 ordinary/soft rock without blasting upto 1.5 m to 3 m depth.Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
11.1
341
3785.1
CSR_V5_H010B - 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.
3.36
6392
21477.12
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 content340 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.
7.6819
9180
70519.842
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 content360 kgs (7.20 bags))..Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
6.47
15662
101333.14
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 content360 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.
6.15
23551
144838.65
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 content360 kgs (7.20 bags))..Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
5.3
24815
131519.5
CSR_V5_H080B - Providing and laying in position Reinforced cement concrete for top Slab of water tank over the staging above the ground level. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing in cement mortar 1:3, 12 mm thick for both inside and outside surface, labour, centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content360 kgs (7.20 bags)).Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
2.49
19052
47439.48
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.
3
73421
220264.2
CSR_V1_IN1.9 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m..
Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
44.38
204
9053.52
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_H210B - 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:.Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
174.35
153
26675.55
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_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.
31
1098
34038
RDWS_IN15.40 - 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. 80 mm . Including All Lead and lifts and as per the directions of the Engineer in charge of the work.
1
19451
19451
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_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.
70
1933
135310
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_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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