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
₹ 67,000Document Cost
Refer DocumentsTender Fee
₹ 1,040
Summary
Supply Installation And Commissioning Of Pump And Motor To Supply Of Pure/clear Water From Wtp To Zbt In Kudarihal And Other 22 Villages In Ranebennur Taluka Of Haveri District.
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
RWSSD/2024-25/WS/WORK_INDENT8284Bid Award Id
ViewTender No
RWSSD/2024-25/WS/WORK_INDENT8284Tender Authority
Rural Drinking Water And Sanitation Department ViewPurchaser Address
-Website
http://https://jalshakti-ddws.gov.in/
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Documents
BOQ Items
code04 - C.I SLUICE VALVES: "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, PN 16 200 mm dia etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
1
33036
33036
code05 - Supply and fixing of Cast steel ASTM A 216 Gr.WCB double flanged Dual plate check valve Conforming to API 594 with latest amendments Shaft material shall be SS420/431 and spring shall be spring steel superior grade quality as detailed below of following diameters and types and conveying to work site, loading, unloading, stacking with appurtenances., complete with all lead and lift. The rates are inclusive of cost of Galvanised Bolts and Nuts:For Class 150, 150mm Class 150 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
2
7976
15952
code06 - Supply and fixing of Cast steel ASTM A 216 Gr.WCB double flanged Dual plate check valve Conforming to API 594 with latest amendments Shaft material shall be SS420/431 and spring shall be spring steel superior grade quality as detailed below of following diameters and types and conveying to work site, loading, unloading, stacking with appurtenances., complete with all lead and lift. The rates are inclusive of cost of Galvanised Bolts and Nuts:200mm Class 150 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
1
15122
15122
code07 - PRESSURE GAUGE : Supply and delivery at site brand new best make pressure guage suitable for centrifugal pump confirming to latest IS standards. 100 mm dia etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
2
654
1308
code08 - Supply and fixing of Single or Double chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e.1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. 80 mm Dia PN 10 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
2
29005
58010
code09 - PUMPING HEADER: "Manufacturing, providing, trasporting, rolling, lowering, laying, jointingandcommissioningofERW (ElectricResistance Welded)/ SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe 410 grade) conforming to IS 3589 2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of all labour and giving satisfactory hydraulic test as per IS 3589 2001 with latest amendments for test pressure and working pressure both at factory and site etc . complete as per detailed specifications inside with CM 1:1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1:3 over 50 x 50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangements for procuring water for testing) Note:a) No Negative tolerance in respect of thickness is pemissible.b) Basic Cost of MS Plate is considered as Rs.71700.00 per MT. c) The pipe costs are FOR destination anywhere in Karnataka. MS pipe 219mm dia 6.4 mm thick etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
74.36
4433
329637.88
code10 - Manufacturing,providing, transporting,rolling, lowering, laying, jointing & testing and commissioning of MS specials of minimum 8mm thick such as bends, tail pieces,reduces etc . conforming to IS 7322:1985 with latest amendments and including perfect linking and welding of joints to correct position includng cost and conveyance of materials with all lead and lifts, cost all labour and giving satisfactory hydraulic test as per IS:3589:2001 with latest amendments for test pressure and working pressure both at factory and site etc . complete as per detailed specifications with inside lining two coat of food grade epoxy painting of approved make with each coat of 250 micron thick (after dry) over one coat of food grade epoxy primer of approved make with minium of 50 micron thick (after dry) and outside 25mm thick coating in CM 1:3 by providing 50x50mm weld mesh including loading and unloading of the pipes for the following category to suit PSC / MS / CI / AC / DI / PVC pipes. The weight of MS shell only by considered before lining and coating for arriving at the rate. The thickness of plate will be specified by the engineer. (Contractor will make his own arrangements for procuring water for testing) for: Note: 1) For small works where the C.M. lining is not practicable for inside surface of the pipe, food grade expoxy painting of two coat over one coat of epoxy primer may be proposed and got approved. 2) The above rates are applicable only for pipe works upto & inclusive of 500mm dia of pipe etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
300
170
51000
code11 - COMBINEDMETER AND CONTROL PANEL BOARD UNIT: Supply and installation of floor mounting type LTAC panel of approved make fabricated from sheet metal and painted with provision for suitable incoming and specified number of outgoing feeder inlets with metering panel and all other accessories complete for auxiliary supply as per specifications. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
1
468160
468160
code12 - Starter:Supply, installation and commissioning of soft starter forspecified kW loadoperating at 6.6 KV with loadbreak switch,metering,protection by passvaccum contactorwithallaccessories complete housedin painted sheet metal enclosure. Note: Rate for Soft starter set per pump = Specified kW load x Rate per 500 kW / 500, The Auto Transformer Starter should be suitable for 6 starts / hours.(50kW X 924000)/500 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
1
92400
92400
code13 - CABLES: Supplying of 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS 1554 (Part 1) or IS 7098 Part 1, Armouring strip thickness and resistivity as per IS 3975 do 3.5 core 95 sqmm etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
50
373
18661
code14 - Cables: Supplying of 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS 1554 (Part 1) or IS 7098 Part 1, Armouring strip thickness and resistivity as per IS 3975 (BESCOM Part II ,Item No 32.07, Pg No 13) do 3.5 core 25 sqmm etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
50
139
6975
code15 - Fire fighting equipment: Providing 6.5Kg C02 Gas val ve type Fire Extinugisher, Trolley Mounted, Easy Weight Management used Unused Mechanism, Gross Weight 30.5 Kg. empty Weight 24.0 Kg. Can Height 1015M M Diameter 140M M, Discharge Time less than 13 Sees, Controllable discharge mechanism, Applicable on Class 8&C Fire, 8 Rating 348, Can Constuctin : Hot spinning/Forging, Valve Construction : Forging & Machining, Internal Coating of Can : Not Applicable, External coating of Can : Spray Painting, Sheet metal thickness : 4.5M M lSI Approved, 1Year Warranty. with instalert system with Superior quality EPDM Rubber Hosepipe etc ., including cost of materials, labour, usage charges of machinery complete as per specifications. Complete. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
10
9500
95000
code16 - EARTHING: 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
2
3750
7500
code17 - Rising main from WTP to ZBT: Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out,shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces,disposingofforlevelingtheexcavatedearthorsorting &stacking the selectedearth for reuse in a radius of50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc . in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
34.125
484
16516.5
code18 - Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, racing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other eleterious matter, dressing of sides andlevelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc ., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
273
262
71526
code19 - Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, racing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other eleterious matter, dressing of sides andlevelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc ., and all other appurtenances complete in the following strata Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
68.25
454
30985.5
code20 - Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately By Manual means, Cutting Macadam Road Surface etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
2.93
876
2566.68
code21 - Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately By Manual means, Cutting Asphalt Road Surface etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
0.23
1247
286.81
code22 - Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceablematerials separately Cutting in Cement Concrete Road Surface etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
2.25
563
1266.75
code23 - Providing bedding for the pipeline trenches in black cotton and rock reaches including watering and consolidation by punners etc . complete with all lead and lift with: etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
40.95
365
14946.75
code24 - 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 ofrequired 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 . 225 mm Dia/HDPE/PE 100/PN 10 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
455
2192
997360
code25 - 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, etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
266.18
160
42588.8
code26 - 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, In line Isolation Valve For Air valve, 50 mm Dia PN 16 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
2
6929
13858
code27 - 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, For Sluice Valve, 200 mm Dia PN 16 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
2
33036
66072
code28 - Supply and fixing of Single / Double chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e.,1. Large orifice for venting of large air volumes on start up.2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. 50 mm Dia PN 16 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
2
28191
56382
code29 - 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: For Air Valve Connection for 80 mm Dia etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
1.2
891
1069.2
code30 - Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting &stacking the selectedstuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils. Depth upto 1.50m etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
1.91
242
462.22
code31 - Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting &stacking the selectedstuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work In all kinds of soils. Depth upto 1.50m In ordinary/soft rock without blasting upto 1.5 m depth etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
2.98
299
891.02
code32 - 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. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
0.43
5989
2575.27
code33 - Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregatesand fine aggregatesas per relevant IS Codes machine mixed with super plasticizerslaid in finished layers, well compacted using needle vibrators,including all lead & lifts,cost of all materials, quality confirming to the requirements ofrelevant IS codes , labour, Usage charges of machinery,curing and all the otherappurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For foundation of support Chairs etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
0.55
6789
3734.478
code34 - Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc . The granite/trap/basalt crushed graded coarse aggregatesand fine aggregatesas per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and allother appurtenances requiredtocompletethework as per technicalspecifications For support Chairs etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
0.84
6955
5842.452
code35 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
111.7
79
8825.417
code36 - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Mechanical Means 4.14 B (i) a) Using Screening Crushable type such as Moorum or Gravel etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
0.34
2164
735.76
code37 - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required densityMechanical Means 4.14 B (ii) b) Using Screening Type B (11.2mm agg) etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
0.34
2406
818.04
code38 - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
4.5
41
184.5
code39 - Tack coat on Granular surface treated with primer. Providing and applying tack coat with VG 10 Bitumin using pressure distributor at the rate of 0.25 kg/m2 on the prepared granular surface cleaned with mechanicalbroom etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
4.5
15
67.5
code40 - MIx Seal Surfacing : Providing, laying and rolling of close graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type A) or 13.2 mm to 0.09 mm (Type B) aggregates using VG 30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of capacity not less than 40/60 TPH, laying and rolling with a Smooth wheeled roller finishing to required level and grade etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
4.5
176
792
code41 - Providing and constructingun reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation includingconstruction 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. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
2.25
6374
14341.5
code42 - Valve Chamber (2 No) : Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting &stacking the selectedstuff for reuse in a radius of 50 m including cost of labour, tools & other appurtenaces required to complete the work.In ordinary Soil, In all kinds of soils. Depth upto 1.50m etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
10.56
242
2555.52
code43 - Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting &stacking the selectedstuff for reuse in a radius of 50 m including cost of labour, tools & other appurtenaces required to complete the work.In ordinary Soil, In all kinds of soils. Depth upto 1.50m In ordinary/soft rock without blasting upto 1.5 m depth etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
2.64
299
789.36
code44 - 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.Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed, coarse aggregates for supporting pipe bed etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
0.82
5989
4910.98
code45 - Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregatesand fine aggregatesas per relevant IS Codes machine mixed with super plasticizerslaid in finished layers, well compacted using needle vibrators,including all lead & lifts,cost of all materials, quality confirming to the requirements ofrelevant IS codes , labour, Usage charges of machinery,curing and all the otherappurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For raft slab etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
0.98
6601
6469.323
code46 - Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc . The granite/trap/basalt crushed graded coarse aggregatesand fine aggregatesas per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and allother appurtenances requiredtocompletethework as per technicalspecifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Side walls etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
2.26
6639
15004.479
code47 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridgesupto 3.50 m height. Thegranite/ trap/basaltcrushed graded coarse aggregatesand fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needlevibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates top cover pre cast etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
0.6
9945
5967
code48 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
306.72
79
24233.9472
code49 - 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. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
5.376
266
1430.016
code50 - Thurst Block (5 No) : Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting &stacking the selectedstuff for reuse in a radius of 50 mincluding cost of labour, tools & other appurtenaces required to complete the work.In ordinary Soil, In all kinds of soils. Depth upto 1.50m etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
6.5
242
1573
code51 - Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting &stacking the selectedstuff for reuse in a radius of 50 mincluding cost of labour, tools & other appurtenaces required to complete the work.In ordinary Soil, In all kinds of soils. Depth upto 1.50m In ordinary/soft rock without blasting upto 1.5 m depth etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
1.6
299
478.4
code52 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts,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.Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed, coarse aggregates for supporting pipe bed etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
0.75
5989
4491.75
code53 - Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregatesand fine aggregatesas per relevant IS Codes machine mixed with super plasticizerslaid in finished layers, well compacted using needle vibrators,including all lead & lifts,cost of all materials, quality confirming to the requirements ofrelevant IS codes , labour, Usage charges of machinery,curing and all the otherappurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For raft slab etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
5.95
6601
39278.0325
code54 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
178.5
79
14103.285
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