REJUVENATION OF RAJANAHALLI LIS IN HARIHAR TALUK, DAVANAGERE DISTRICT

TENTATIVE PHYSICAL/FINANCIAL ACTIVITY CHART

REJUVENATION OF RAJANAHALLI LIS IN HARIHAR TALUK, DAVANAGERE DISTRICT

MI/2025-26/IW/WORK_INDENT10728

Item No. Item Name Unit Quantity Rate(INR) Total(INR) 1st month 2nd month 3rd month 4th month 5th month 6th month 7th month 8th month 9th month

PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL

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. complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR Vol-I, 2023-24, P- 8, I- 1.14.1.2) cum 941.76

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. complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR Vol-I, 2023-24, P- 8, I- 1.14.1.2) cum 663.88

From lift: 3.00m-4.50m

From lift: 4.50m-6.00m

3 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR VOL-1 2023-24, P.No.8, I.No.1.15.1.3) 1.5

4 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR VOL-1 2023-24, P.No.8, I.No.1.15.1.3) 1.5

From lift: 7.50m-9.00m

From lift: 9.00m-10.50m

From lift: 10.50m-12.00m

5 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work In Hard Rock ( requiring blasting) Depth upto 1.50m complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR VOL-1 203-24, P.No.9, I.No.1.16 cum 137.32

From lift: 13.50m-15.00m

6 Bridge Maintenance & Testing Providing and fixing 25mm diameter steel anchor dowel in hard rock including drilling hole of 32 mm diameter up to 0.75 mtrs depth, placing the dowel in position and effectively grouting the hole with CM 1:1 proportion etc. complete. with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR VOL-3 2023-24, P.No.159, I.No.17-B 1) each 64

7 Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for plain concrete works including cost of all materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR VOL-4 2023-24, P.No.39, I.No.2.13) cum 17.87

Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. 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. 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR VOL-1 2023-24, P.No.16, I.No.2.5.2) cum 236.09

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. complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR(VOL-1)-2023-24 I.No.2.11.h, P.No.18) Tonne 21.39

Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery ccomplete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR VOL-2 SR 2023-24, P.No.77, I.No.11.2) kg 10769.43

Design, fabrication, supply, erection, testing and commissioning EOT crane consisting of double girder box type construction, rail mounted end carraiges with long and cross travel arrangement, main and auxiliary hoists of specified capacity, rails, pendant control, gear boxes, electric motors, brakes, rope drums, wire ropes, sheaves, end buffer stoppers, pendant operated DSL bus bars with all accessories for main and auxiliary hoists for handling pumps and accessories in pump house including cost of all materials,machinery, labour,cutting, aligning,welding, finishing, cleaning, greasing, applying two coats of zinc chromate red oxide primer and three coats of synthetic enamel paint and all other ancillary operations complete as per specifications and approved drawings. Note: 1. EOT crane Main hoist capacity = 1.25 x Maximum lifting load in tonne 2. EOT crane auxiliary hoist capacity = 10 % of main hoist 3.. Rate for EOT crane shall be based on capacity of main hoist 3 Tonne EOT crane complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR VOL-4 SR 2023-24 P.No.86 I.No.6.38) Tonne 3

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. complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR VOL-1 2023-24, P.No.7, I.No.1.9) cum 266

Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR VOL-1 2023-24, P.No.7, I.No.1.8) cum 194.91

Providing and constructing dry rubble stone pitching with pin headers at 2 per m2 using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing and all other ancillary operations complete. complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR VOL-4 2023-24, I.No.3.41.2, P.No.54) sqm 109.02

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR VOL-2 2023-24, P.No.78, I.No.11.6.1) sqm 8.75

Top cover of Rolling shutters 1.20 mm thick complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR (VOL-2) 2023-24, P.No.A-41, Sl.No.968 Rmtr 3.5

Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete including cost of materials, labour, usage charges of machinery complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR (VOL-2) 2023-24, P.No.91, I.No.11.44) sqm 4.32

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. complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR(VOL-5) 2023-24, P.No.85, I.No.7.1.2) Rmtr 13

Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR(VOL-2)-2023-24, P.No.42, I.No.8.6.1) sqm 322.93

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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 ccomplete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR(VOL-2) 2023-24, P.No.45, I.No.8.25) sqm 137

Finishing walls with water proofing cement paint of required shade :Old work (one coats applied @ 2.20 kg/10 m²) over priming coat of primer applied @ 0.80 l/10 m² complete including cost of Priming coat including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR (VOL-2) 2023-24, P.No.52, I.No.8.72.1) sqm 154.71

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 with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. COMMON SR (VOL-2) 2023-24, P.No.48, I.No.8.40) sqm 79.31

Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR(VOL-2) 2023-24, P.No.149, I.No.15.1) sqm 66.44

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, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR VOL-1 2023-24, P.No.10, I.No.1.17.1) cum 207

Earth work excavation for pipeline trenches by mechanical means 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 wherever 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 and all other appurtenances to complete in the following strata Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR VOL-1 2023-24, P.No.10, I.No.1.19.1 cum 103.5

Providing and laying Ductile Iron pipes of class conforming to IS 8329:2000 with latest amendments, conveying to work site, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations, cutting of pipes wherever necessary, jointing with DI specials (excluding cost of specials) and rubber gaskets, cleaning the socket and spigot end with soap solution, applying soft soap to the socket and spigot ends before insertion of rubber gaskets, jacking and fixing in perfect conditions etc. The cost to include soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. (The contractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately) Note: In sewerage projects for internal cement mortal lining ( CML ) of DI pipes, if High Alumina Cement ( HAC ) as recommended in Annexure B clause 16.3 of IS8329:2000 is considered in place of Slag or ulphate Resistance Cement ( SRC ), the cost of pipes may be increased by 5-6% from the prices listed. For DI K9 pipes: complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR(VOL-5) 2023-24 P.No.52, IN.4.2.5) rmtr 230

Supplying, fixing and commissioning C.I Tamper proof Air valve of approved make bodyand seat ring of bronze PN 1.0 conforming to IS: 14845 of specified diameter with all fixturesincluding cost of all materials, machinery, labour and all other anicillary operations complete . complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR(VOL-4) 2023-24, P.No.107, I.No.8.37.1,2,3) No's 3

Manufacturing, providing, trasporting, 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 etc. complete complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR (VOL-5) 2023-24, P.No.71, I.No.5.37.1) Kg 200

Supplying, fixing and commissioning C.I Scour valve (sluice valve) of approved make bodyand seat ring of bronze PN 1.0 conforming to IS: 14846 of specified diameter and to withstand specified pressure with all accessoreis true to line and perfect linkingwith pipes on either side including loading, unloading, lifting and placing in position, cleaning ends, inserting gaskets into correct position, jointing pipes and valve to form water tight joint, cost of all jointing materials, machinery, labour and all other ancillary operations complete.100 mm dia complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR(VOL-4) 2023-24, P.No.107, I.No.8.36.1,2,3,4) No's 3

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 complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR VOL-1 2023-24, P.No.7, I.No.1.10) cum 281.61

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, including cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, centering, formwork and scafolding and all other appurtenances required to complete the work as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice canal and other allied works like abutments/wing walls/returns/cutoff walls works & all necessary works as directed and complete as per specification.. complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. ( Common SR Vol-4 2023-24,P- 130, I- 1.12) cum 23.49

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. complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR VOL-1 2023-24, P.No.18, I.No.2.5.3) tonne 0.18

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. complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR(VOL-1)-2023-24 I.No.2.11.h, P.No.18) tonne 0.4

Design, manufacturing, supply, errection, trail running, performance test and commissioning of centrifugal pump of approved make conforming to IS:12699 (1989) (Reaffirmed 2009) having specified pump output under specified operating head coupled to HT/LT ,WITH motor of adeuate HP rating operating at suitable KV with flexible coupling, self water lubricated thrust bearings, discharge Tee with flanged end for connecting delivery pipe with all other standard accessories and saftey device& all necessary works complete as per specification. UPTO 3500HP complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR VOL-4 2023-24, P.No.98, I.No.7.28) /HP 60

ALL TYPES OF JACK WELL V-T PUMP DETAILS as per ISI specifiction with guarantee period of not less than 12 months -For Pump dismentaling and refitting after attending repairs. complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. 60HP to 120HP (COMMON SR(VOL-5) 2023-24, P.No.161, I.No.13.58.2) /Each 1

Rewinding of monoblock motor with copper insulaton wire suitable gauge as per ISI specification with all necessary materials and labour,tools and equipments with guarantee period of not less than 12 months100HP monobloc motor rewinding complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR(VOL-5) 2023-24, P.No.158, I.No.13.49.11) /Job 1

Providing Ball bearing as per ISI specifiction with guarantee period of not less than 12 monthsBearing cost for 100 HP complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR(VOL-5) 2023-24, P.No.158, I.No.13.50.11) / Each 1

Supplying thrust bearing as per ISI specifiction with guarantee period of not less than 12 monthsBearing cost for 100 HP complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR(VOL-5) 2023-24, P.No.158, I.No.15.51.6) / Each 1

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. complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR VOL-4 2023-24, P.No.94, I.No.7.14) /Each 1

Supply, installation and commissioning of soft starter for specified kW load operating at 6.6 KV with load break switch, metering, protection by-pass vaccum contactor with all accessories complete housed in painted sheet metal e2x22.38/500nclosure. Note: Rate for Soft starter set per pump =Specified kW load x Rate per 500 kW / 500 complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR VOL-4 2023-24, P.No.94, I.No.7.17) /500kw 831550

Earthing: Providing 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 roportion 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 complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR 2023-24, P.No.157, I.No.13.39) /Job 10

GI/Copper strips for grounding connections, usingnecessary fixing materials as required.25 x 6 mm GI stripGI Earth strip 25 x 6 mm complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR 2023-24 VOL-VI - PN-54,IN-12.58.3) /Mtr 75

1 kV, 3 Core, XPLE HTUG Cable with pressure extruded inner sheeth, ROUND WIRE ARMOURED as per IS-7098 (Part-2) Armouring wires dia and Resistivity as per IS-3975 1)95 Sqmm, (54 GI Wires - 2.5 mm Dia) complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR VOL-6 2023-24, P.No.15, I.No.36.01,36.03) /Km 0.12

1 kV, 3 Core, XPLE HTUG Cable with pressure extruded inner sheeth, ROUND WIRE ARMOURED as per IS-7098 (Part-2) Armouring wires dia and Resistivity as per IS-3975 2)150 Sqmm, (54 GI Wires - 2.5 mm Dia) complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work.(COMMON SR VOL-6 2023-24, P.No.15, I.No.36.01,36.03) /Km 0.15

1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm) complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR 2023-24 VOL-VI - PN-13,IN-32.05,32.07,32.11,32.18) /Km 0.22

1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 7 25 Sqmm, 3.5 Core, (12 GI Strips - 4 x 0.8 mm) complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR 2023-24 VOL-VI - PN-13,IN-32.05,32.07,32.11,32.18) /Km 0.2

1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 50 Sqmm, 3.5 Core, (16 GI Strips - 4 x 0.8 mm) complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR 2023-24 VOL-VI - PN-13,IN-32.05,32.07,32.11,32.18) /Km 0.15

1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 240 Sqmm, 3.5 Core, (30 GI Strips - 4 x 0.8 mm) complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR 2023-24 VOL-VI - PN-13,IN-32.05,32.07,32.11,32.18) /Km 0.1

Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990 4C x 2.5 mm2 complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR 2023-24 VOL-VI - PN-13,IN-2.5.9,2.5.11,2.5.12) /m 10

Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:19906C x 2.5 mm complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR 2023-24 VOL-VI - PN-13,IN-2.5.9,2.5.11,2.5.12) /m 10

Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:19908C x 2.5 mm2 complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR 2023-24 VOL-VI - PN-13,IN-2.5.9,2.5.11,2.5.12) /m 10

Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable 2.5 to 25 Sqmm complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR 2023-24 VOL-VI - PN-13,IN-21.05.21.06,21.07) /km 20886

Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable 35 to 95 Sqmm complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR 2023-24 VOL-VI - PN-13,IN-21.05.21.06,21.07) /km 31139

Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable 90 to 150 Sqmm complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR 2023-24 VOL-VI - PN-13,IN-21.05.21.06,21.07) /km 0.3

Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed.In Ordinary Soil =200X0.50X0.75 complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR 2023-24 VOL-VI - PN-63,IN-29.02) cum 75

Refilling the cable trenches with selected available earth from trench excavation including watering, consolidation in layers of 15 cm. Thickness including depositing of the surplus earth with a lead of 200 Mtrn Ordinary Soil =200X0.50X0.75 complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR 2023-24 VOL-VI - PN-63,IN-29.07) cum 75

GI Pipe B - Class as per IS-1239,GI Pipe - 100 mm Dia complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR 2023-24 VOL-VI - PN-38,IN-48.08) /Mtr 10

Laying the GI Pipe 80 mm to 150 mm dia at Drainage Water Supply Crossing including fixing collars elbows, bends, Tees and other fitting with Cuts and Threads wherever necessary complete. complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR 2023-24 VOL-VI - PN-568,IN-28.08) /Rmtr 10

1.1 kV Class Armoured Aluminium Cable with glands/lugs/ferrules 4C x 240 Sq mm4C x 240 Sq mm complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR 2023-24 VOL-VI - PN-40,IN-14.5) Each 20

Supplying of four bucket stand alongwith buckets. Complete complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR 2023-24 VOL-VI - PN-93,IN-15.111) Each 18

Supplying of Hand gloves. Complete complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work.(COMMON SR 2023-24 VOL-VI - PN-93,IN-15.113) Each 3

Supplying of first aid box. complete complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR 2023-24 VOL-VI - PN-93,IN-15.114) Each 2

Supplying and installation of RUBBER MAT 1mtr x 1mtr -1Omm thick. complete including cost of materials, labour, usage charges of machinery complete as per specifications complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR 2023-24 VOL-VI - PN-93,IN-15.117) Each 10

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 etc. complete 100mm dia complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR VOL-5 SR 2023-24 P.No.24, I.No.2.26.2) /Set 2

Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded / submerged arc welded mild steel ( Fe-410 grade ) delivery pipes of specified diameter and plate thickness with flanged ends wherever required and provided with 1 coat 40 micron thick zinc rich epoxy primer paint and 3 coats 100 micron thick each coat coal tar epoxy paint for inner surface and 1 coat of 40 micron thick zinc rich epoxy primer paint and 2 coats of 100 micron thick each coat coal tar epoxy paint for outer surface including cost of all materials, machinery, labour, cutting, bending, welding, finishing, painting,conveying to spot, lowering, aligning, jointing,arranging water for testing, hydraulic testing at fabrication site and after laying and jointing at specified test pressure and all other ancillary operations complete as per specifications and approved drawings. Diameter of delivery pipe : ……..mm Thickness of plate : ……mm. Note: Rate per m of pipe = Rate per tonne x Weight of pipe per m Weight of pipe per m for specified diameter and plate thickness = 0.373 x Diameter of pipe in mm x Plate thickness in mm / 14400 210mm dia with 10m length complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR VOL-4 SR 2023-24 P.No.91 I.No.7.4) tonne 0.44

Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded /submerged arc welded mild steel (Fe-410 grade) manifold pipe system of specified diameter and plate thickness with flanged inlets / outlets at specified locations for connecting pump delivery pipes and rising mains and provided with 1 coat of 40 micron thick zinc rich epoxy primer paint and 3 coats of 100 micron thick each coat coal tar epoxy paint for inner surface and exposed outer surface including cost of all materials, machinery, labour, cutting, bending, welding, finishing, painting, conveying to spot, lowering, aligning,jointing, arranging water for testing,hydraulic testing at fabrication site and after laying and jointing at specified test pressure and all other ancillary operations complete as per pecifications and approved drawings. (excluding cost of thrust block for anchoring / encasing manifold pipe ). Diameter of manifold pipe : …….mm Thickness of plate : ……mm. Note: Rate per m of pipe= Rate per tonne x Weight of pipe per Rm Weight of pipe per m for specified diameter and plate thickness = 0.976 x Diameter of pipe in mm x Plate thickness in mm / 30000 400.00mm dia with 10m length complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR VOL-4 SR 2023-24 P.No.92, I.No.7.5) tonne 0.53

Supply and delivery at site brand new best make Foot valve suitable for centrifugal pump above 12.50HP confirming with ISI mark and its latest amendments complete with all lead & lifts loading & unloading as per specification, drawing & direction of Engineer in charge of work. (COMMON SR VOL-5 2023-24, P.No.1584, I.No.13.48) /Set 2

Grand Total 1st Milestone 2nd Milestone 3rd Milestone

Milestones and liquidity damages

MILESTONES AMOUNT Liquidity damage

Mile Stone 1 Per day

Mile Stone 2 Per day

Mile Stone 3 Per day

Earth work, Embankment, De-silting Cum Cum

Concrete Cum Cum

Steel Tonne Tonne

DI PIPE (RISING MAIN/ GRAVITY MAIN) m m

Annual turn over

Similar nature of work

6.1.b Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto 300 mm / parthenium and other weeds including burning or disposing off the same as directed etc.,complete with all lead and lift as per the instruction of Engineer in charge of the work. Sqm 51600

6.4.a Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials etc..complete with all lead and lift as per the instruction of Engineer in charge of the work. Each 2000

6.38 Excavating grip trenches of specified size in all kinds of soil in existing bund for abutting fresh embankment to strengthen he existing bund including disposing off the excavated soil in specified dump area etc..complete with all lead and lift as per the instruction of Engineer in charge of the work. cum 1057.86 120

6.39.a Providing new embankment abutting to existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer to density control of not less than 95 percent by vibrating plate compactor or pnuematic tamper including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering etc.,..complete with all lead and lift as per the instruction of Engineer in charge of the work. cum 13331.85

1.41 Providing and constructing dry rubble rock-toe using rubble and stone chips from approved source including cost of all materials, machinery,labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc..complete with all lead and lift as per the instruction of Engineer in charge of the work. cum 1534.8 1149396.37

1.44.b Providing and constructing vertical / inclined graded filter media consisting of sand and coarse aggregate layers of specified thickness using approved materials satisfying specified filter creteria as per specifications including cost of all materials, machinery, labour, laying to required slopes, compaction etc., complete with all lead and lift as per the instruction of engineer in charge of the work. cum 840

1.43 Providing and constructing longitudinal / cross graded filter drains using sand and 80 to 20 mm and 20 mm down graded aggregates satisfying specified filter creteria in layers as per specifications including cost of all materials, machinery, labour, laying to required slopes, compaction etc., complete with all lead and lift as per the instruction of Engineer in charge of the work. cum 87.27

1.46 Providing and constructing graded filter media below and behind rock-toe consisting of 200 mm thick sand, 250 mm thick 20 - 4.75 mm and 400 mm thick 80 - 20 mm size graded coarse aggregates satisfying filter creteria as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with all lead and lift as per the instruction of Engineer in charge of the work. cum 1553.99

6.22 Removing disturbed rough / size stone revetment 300 mm thick with 150 mm thick 40 mm down aggregate backing and resetting the same using the available stones and fresh aggregate from quarry including handpacking, wedging, finishing etc., complete with all lead and lift as per the instruction of Engineer in charge of the work. Sqm 500

1.49 Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all materials, machinery, labour, laying to specified slope, wedging with chips, finishing etc., complete with all lead and lift as per the instruction of Engineer in charge of the work. Sqm 400

1.5 Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery, labour including preparing surface, spreading sand including tamping, watering for 15 days etc., complete with all lead and lift as per the instruction of Engineer in charge of the work. Sqm 7732.24

6.12 Providing and fixing 200 x 200 x 750 mm roughly dressed boundary /demarcation / chainage / arrow stones including cost of all materials,labour, engraving marks, fixing in position, murum filling etc., complete with all lead and lift as per the instruction of Engineer in charge of the work. Each 500

6.1.b Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto 300 mm / parthenium and other weeds including burning or disposing off the same as directed etc., complete with all lead and lift as per the instruction of Engineer in charge of the work. Sqm 1500

2.2 Excavation in all kinds of soil including boulders upto 0.6 m diameter ( 0.113 cum ) field channels, seating of embankment for field channels etc., including dressing of bed and sides to required profile, cost of all materials, machinery, labour, placing the excavated stuff for formation of service road / embankment as directed etc., complete with all lead and lift as per the instruction of Engineer in charge of the work. cum 1575

6.1.b Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto 300 mm / parthenium and other weeds including burning or disposing off the same as directed etc., complete with all lead and lift as per the instruction of Engineer in charge of the work. 3000

6.4.a Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials etc.complete with all lead and lift as per the instruction of Engineer in charge of the work. Each 50

2.2 Excavation in all kinds of soil including boulders upto 0.6 m diameter ( 0.113 cum ) field channels, seating of embankment for field channels etc., including dressing of bed and sides to required profile, cost of all materials, machinery, labour, placing the excavated stuff for formation of service road / embankment as directed etc., complete with all lead and lift as per the instruction of Engineer in charge of the work. cum 1350

1.1 Excavation for foundation in all kinds of soil including boulders upto 0.60 m dia (0.113 cum ) for dam, barrage, spillway, intake structure and other appurtenant works and placing the excavated soil neatly in dump area or disposing off the same as directed etc., complete with all lead and lift as per the instruction of Engineer in charge of the work. cum 54.6

1.15 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete for plain concrete works ( Cement content : 240 kg / cum with use of super plasticiser ) cum 4.2

3.33 Provoding and constructing dry un-coursed rubble stone masonry with approved stones for protective walls and other similar works including cost of all materials, machinery, labour, scaffolding, cleaning, wedging stone chips etc..complete with all lead and lift as per the instruction of Engineer in charge of the work. cum 32.4 40776.37

2.57 Providing and constructing 300mm thick dry rubble stone pitching with pin headers at 2 per sqm including cost of all materials, labour, hand packing, finishing etc., complete with all lead and lift as per the instruction of Engineer in charge of the work. Sqm 30 289.29 8678.7

8 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete for RCC works of spillway bridge, blockout concreting and such other similar structures with conjested reinforcement areas with initial lead upto 1 km and all lifts. ( Cement content : 330 kg / cum with use of super plasticiser ). cum 28.67 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=786&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B7%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

9 Providing , fabricating and placing in position reinforcement steel bars for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required, tying with 1.25mm dia. Soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with initial lead upto 50 and all lifts Kg 4145.65 57.41 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=786&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B8%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

10 Providing rubble / boulder and sand filling behind abutment and return walls in layers including cost of all materials, machinery, labour,watering, ramming etc., complete with initial lead upto 50m and initial lift upto 1.5m. cum 84.0909 1012.36 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=786&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B9%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

11 Providing homogeneous embankment using soil from approved borrow area in layers of 250 to 300 mm before compaction including cost of all materials, machinery,labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified thickness breaking clods, sectioning, watering, compacting to density control of not less than 95 percent using power roller etc., complete with initial lead upto 1 km and all lifts. cum 810 130.33 105567.3 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=786&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B10%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

12 Providing and constructing 300 mm thick dry rubble stone pitching / Revetment with pin headers at 2 per sqm including cost of all materials, labour, hand packing, finishing etc., complete with initial lead upto 50 m and all lifts. Sqm 371.4 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=786&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B11%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

13 Providing and fixing 200 x 200 x 750 mm roughly dressed boundary / demarcation / chainage / arrow stones including cost of all materials, labour, engraving marks, fixing in position, murum filling etc., complete with lead upto 50 m and all lifts. Each 40 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=786&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B12%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

Code Category Details Category Unit Quantity Rate(INR) Total(INR) Action

1 1.b Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto 300 mm / parthenium and other weeds including burning or disposing off the same as directed etc., complete. Sqm 7750 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=786&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

2 4.a Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials with initial lead upto 50 m and all lifts. Each 700 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=786&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B1%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

3 Exacavation in all kinds of soil including boulders upto 0.6 m diameter (0.113 cum) field channels, seating of embankment for field channels etc., including dressing bed and sides to required profile, cost of all materials, machinery, labour, placing the excavated stuff for formation of service road/embankment as directed etc. complete with lead upto 10 m and lift upto 2 m. cum 3600 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=786&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B2%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

4 Excavation for foundation in all kinds of soil including boulders upto 0.60 m dia (0.113 cum) for dam, spillway, intake structure, surface power house and other appurtenant works and placing the excavated soil neatly in dump area or disposing off the same as directed etc., complete with initial lead upto 1 km and all lifts. cum 1637.23 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=786&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B3%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

5 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete for plain concrete works with initial lead upto 1 km and all lifts. ( Cement content : 240 kg / cum with use of super plasticiser ) cum 583.03 2562585.93 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=786&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B4%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

6 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, scaffolding, centering, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete for plain concrete works with initial lead upto 1 km and all lifts. ( Cement content : 290 kg / cum with use of super plasticiser ) cum 407.55 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=786&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B5%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

7 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete for RCC works of spillway bridge, blockout concreting and such other similar structures with conjested reinforcement areas with initial lead upto 1 km and all lifts. ( Cement content : 330 kg / cum with use of super plasticiser ). cum 53.62 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=786&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B6%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

8 Providing , fabricating and placing in position reinforcement steel bars for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required, tying with 1.25mm dia. Soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with initial lead upto 50 and all lifts Kg 4693.45 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=786&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B7%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

9 Providing rubble stone / boulder filling behind abutment / below apron including cost of all materials, labour, hand packing, finishing top surface etc., complete with initial lead upto 50 m and all lifts. cum 171.23 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=786&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B8%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

10 Providing homogeneous embankment using soil from approved borrow area in layers of 250 to 300 mm before compaction including cost of all materials, machinery,labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified thickness breaking clods, sectioning, watering, compacting to density control of not less than 95 percent using power roller etc., complete with initial lead upto 1 km and all lifts. cum 660 130.33 86017.8 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=786&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B9%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

11 providing and constructing 300mm thick dry rubble stone pitching/revetment with pin headers at 2 per sqm including cost of all materials, labour, hand packing ,finishing etc., complete withinitial lead upto 50m and all lifts. Sqm 287.5 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=786&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B10%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

12 Providing and fixing 200 x 200 x 750 mm roughly dressed boundary / demarcation / chainage / arrow stones including cost of all materials, labour, engraving marks, fixing in position, murum filling etc., complete with lead upto 50 m and all lifts. Each 50 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=786&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B11%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

Sl No Item Code Item Name Unit Quantity Approved Estimate Price (INR) Total (INR)

1)CONSTRUCTION OF CHECK DAM ACROSS HONAGANAHALLI HALLA NEAR TARAGALALE IN KONANUR HOBLI, ARAKALGUD TALUK

1 6.1.b Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto 300 mm / parthenium and other weeds including burning or disposing off the same as directed etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. Sqm 3750

2 Providing and Laying insitu vibrated M-20(28 days cube compressive strength not less than 20 N/sqmm) grade cement concrete using 20mm downsize approved, clean, hand graded aggregates including cost of all materials machinery labour form work scaffolding, cleaning, batching, mixing, placing in position, leveling, vibrating finishing curing etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work.. Cum 554.08 6043.74

3 6.4.a Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materialscomplete with all lead and lift charges as per direction of the Engineer Incharge of the work. Each 150

4 2.2 Excavation in all kinds of soil including boulders upto 0.6 m diameter ( 0.113 cum ) field channels, seating of embankment for field channels etc., including dressing of bed and sides to required profile, cost of all materials, machinery, labour, placing the excavated stuff for formation of service road / embankment as directed etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. cum 3000

5 1.1 Excavation for foundation in all kinds of soil including boulders upto 0.60 m dia (0.113 cum ) for dam, barrage, spillway, intake structure and other appurtenant works and placing the excavated soil neatly in dump area or disposing off the same as directed etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. cum 665.24

6 1.15 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work.( Cement content : 240 kg / cum with use of super plasticiser ) cum 25.2

7 1.12 Providing, fabricating and placing in position reinforcement steel for RCC structures including cleaning, straightening, cutting, bending,lapping / welding joints wherever required, tying with 1.25 mm dia. soft annealed steel wire, including cost of all materials, machinery, labour labour etc.,complete with all lead and lift charges as per direction of the Engineer Incharge of the work. Tonne 3.712 59098.67

8 Providing rubble stone / boulder filling behind abutment / below apron including cost of all materials, labour, hand packing, finishing top surface etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. cum 113.4

9 Providing homogeneous embankment using soil from approved borrow area in layers of 250 to 300 mm before compaction including cost of all materials, machinery,labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent using power roller etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. cum 1500

10 Providing and constructing 300 mm thick dry rubble stone pitching with pin headers at 2 per sqm including cost of all materials, labour, hand packing, finishing etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. Sqm 800

2)CONSTRUCTION OF CHECKDAM ACROSS HONAGANAHALLI HALLA NEAR ABBURU IN KONANURU HOBLI,ARAKALGUD TALUK

1 6.1.b Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto 300 mm / parthenium and other weeds including burning or disposing off the same as directed etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. Sqm 3450

2 Providing and Laying insitu vibrated M-20(28 days cube compressive strength not less than 20 N/sqmm) grade cement concrete using 20mm downsize approved, clean, hand graded aggregates including cost of all materials machinery labour form work scaffolding, cleaning, batching, mixing, placing in position, leveling, vibrating finishing curing etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. Cum 561.4

3 6.4.a Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materialscomplete with all lead and lift charges as per direction of the Engineer Incharge of the work. Each 150

4 2.2 Excavation in all kinds of soil including boulders upto 0.6 m diameter ( 0.113 cum ) field channels, seating of embankment for field channels etc., including dressing of bed and sides to required profile, cost of all materials, machinery, labour, placing the excavated stuff for formation of service road / embankment as directed etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. cum 2760

5 1.1 Excavation for foundation in all kinds of soil including boulders upto 0.60 m dia (0.113 cum ) for dam, barrage, spillway, intake structure and other appurtenant works and placing the excavated soil neatly in dump area or disposing off the same as directed etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. cum 640.79

6 1.15 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work.( Cement content : 240 kg / cum with use of super plasticiser ) cum 26.12

7 1.12 Providing, fabricating and placing in position reinforcement steel for RCC structures including cleaning, straightening, cutting, bending,lapping / welding joints wherever required, tying with 1.25 mm dia. soft annealed steel wire, including cost of all complete with all lead and lift charges as per direction of the Engineer Incharge of the work. Tonne 4.357 59092.73

8 Providing rubble stone / boulder filling behind abutment / below apron including cost of all materials, labour, hand packing, finishing top surface etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. cum 104.5

9 Providing homogeneous embankment using soil from approved borrow area in layers of 250 to 300 mm before compaction including cost of all materials, machinery,labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent using power roller etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. cum 1875

10 Providing and constructing 300 mm thick dry rubble stone pitching with pin headers at 2 per sqm including cost of all materials, labour, hand packing, finishing etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. Sqm 960

3)CONSTRUCTION OF CHECK DAM ACROSS HONAGANAHALLI HALLA NEAR HONAGANAHALLI IN KONANAUR HOBLI,ARAKALGUD TALUK

1 6.1.b Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto 300 mm / parthenium and other weeds including burning or disposing off the same as directed etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. Sqm 6000

2 Providing and Laying insitu vibrated M-20(28 days cube compressive strength not less than 20 N/sqmm) grade cement concrete using 20mm downsize approved, clean, hand graded aggregates including cost of all materials machinery labour form work scaffolding, cleaning, batching, mixing, placing in position, leveling, vibrating finishing curing etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. Cum 1410.1 8466578.82

3 6.4.a Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials complete with all lead and lift charges as per direction of the Engineer Incharge of the work. Each 150

4 2.2 Excavation in all kinds of soil including boulders upto 0.6 m diameter ( 0.113 cum ) field channels, seating of embankment for field channels etc., including dressing of bed and sides to required profile, cost of all materials, machinery, labour, placing the excavated stuff for formation of service road / embankment as directed etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. cum 4800

5 1.1 Excavation for foundation in all kinds of soil including boulders upto 0.60 m dia (0.113 cum ) for dam, barrage, spillway, intake structure and other appurtenant works and placing the excavated soil neatly in dump area or disposing off the same as directed etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. cum 1830.22

6 1.15 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. ( Cement content : 240 kg / cum with use of super plasticiser ) cum 80.85 5225.31 422466.31

7 1.12 Providing, fabricating and placing in position reinforcement steel for RCC structures including cleaning, straightening, cutting, bending,lapping / welding joints wherever required, tying with 1.25 mm dia. soft annealed steel wire, including cost of all materials, machinery, labour labour etc.,complete with all lead and lift charges as per direction of the Engineer Incharge of the work. Tonne 9.3549 59080.84

8 Providing rubble stone / boulder filling behind abutment / below apron including cost of all materials, labour, hand packing, finishing top surface etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. cum 444.67

9 Providing homogeneous embankment using soil from approved borrow area in layers of 250 to 300 mm before compaction including cost of all materials, machinery,labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent using power roller etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. cum 1500

10 Providing and constructing 300 mm thick dry rubble stone pitching with pin headers at 2 per sqm including cost of all materials, labour, hand packing, finishing etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. Sqm 1200

Sl No Item Code Item Name Unit Quantity Approved Estimate Price (INR) Total (INR)

1 6.1.b Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto 300 mm / parthenium and other weeds including burning or disposing off the same as directed etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. Sqm 1000

2 6.54.a De-silting tank bed/Feeder Channel in dry condition by excavating the deposited bed material and loading the same to transport vehicle ( excluding cost of transportation ) including cost of all machinery, labour etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. cum 6621.6 271485.6

3 6.54.b De-silting tank bed/Feeder Channel in dry condition by excavating the deposited bed material and disposing off the same as directed including cost of all machinery, labour etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. cum 59594.4

2) BUND IMPROVEMENTS

1 Excavating grip trenches of specified size in all kinds of soil in existing bund for abutting fresh embankment to strengthen he existing bund including disposing off the excavated soil in specified dump area etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. cum 630.28 75633.6

2 6.39.a Providing new embankment abutting to existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer to density control of not less than 95 percent by vibrating plate compactor or pnuematic tamper including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. cum 9404.3 232.28 2184430.8

3 Removing disturbed rough / size stone revetment 300 mm thick with 150 mm thick 40 mm down aggregate backing and resetting the same using the available stones and fresh aggregate from quarry including handpacking, wedging, finishing etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. Sqm 750

4 Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all materials, machinery, labour, laying to specified slope, wedging with chips, finishing etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. Sqm 2250

5 Providing 100 mm thick approved type grass turfing to the side slopes of canal icluding cost of all materials, labour, watering for minimum 15 days etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. Sqm 4937.47

3) IMPROVEMENTS TO WASTE WEIR

1 6.1.b Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto 300 mm / parthenium and other weeds including burning or disposing off the same as directed etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. Sqm 2000

2 Providing and Lying in-Situ Vibrated M-20 ( 28 Days Cube compressive streght not less than20 N/Sq mm) Grade cement concrete using 20 mm down approved, clean,hard,graded aggregates for plain concrete works including cost of all materials, machinery, labour, Formwork centering scaffoldingcleaning providing mortar layer for lift joints batching mixing placing in position levelling vibrating finishing curing etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. . (Cement content 330 kg/ Cum with use of super plasticiser) Cum 429

3 6.4.a Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. Each 100

4 1.1 Excavation for foundation in all kinds of soil including boulders upto 0.60 m dia (0.113 cum ) for dam, barrage, spillway, intake structure and other appurtenant works and placing the excavated soil neatly in dump area or disposing off the same as directed etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. cum 630

5 1.15 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. for plain concrete works ( Cement content : 240 kg / cum with use of super plasticiser ) cum 270 5157.35 1392484.5

6 Providing, fabricating and placing in position reinforcement steel bars for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required, tying with 1.25 mm dia. soft annealed steel wire, including cost of all materials, machinery, labour etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. Kg 3832.36

4) CATCHMENT TREATMENT

1 6.1.b Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto 300 mm / parthenium and other weeds including burning or disposing off the same as directed etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. Sqm 2000

2 Providing and Lying in-Situ Vibrated M-20 ( 28 Days Cube compressive streght not less than20 N/Sq mm) Grade cement concrete using 20 mm down approved, clean,hard,graded aggregates for plain concrete works including cost of all materials, machinery, labour, Formwork centering scaffoldingcleaning providing mortar layer for lift joints batching mixing placing in position levelling vibrating finishing curing etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. (Cement content 330 kg/ Cum with use of super plasticiser) Cum 9.52

3 6.54.a De-silting tank bed/Feeder Channel in dry condition by excavating the deposited bed material and loading the same to transport vehicle ( excluding cost of transportation ) including cost of all machinery, labour etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. cum 3840

4 Excavation in all kinds of soil including boulders upto 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drains / catch water drains etc., including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soil neatly in dump area or for formation of service road/embankment as directed etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. cum 66.64 4731.44

5 Provoding and constructing dry un-coursed rubble stone masonry with approved stones for protective walls and other similar works including cost of all materials, machinery, labour, scaffolding, cleaning, wedging stone chips etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. cum 73.44

6 Providing and constructing 300mm thick dry rubble stone pitching with pin headers at 2 per sqm including cost of all materials, labour, hand packing, finishing etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. Sqm 60 276.41 16584.6

5) SLUICE (2 Nos)

1 1.1 Excavation for foundation in all kinds of soil including boulders upto 0.60 m dia (0.113 cum ) for dam, barrage, spillway, intake structure and other appurtenant works and placing the excavated soil neatly in dump area or disposing off the same as directed etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. cum 36.78

2 Providing and Lying in-Situ Vibrated M-20 ( 28 Days Cube compressive streght not less than20 N/Sq mm) Grade cement concrete using 20 mm down approved, clean,hard,graded aggregates for plain concrete works including cost of all materials, machinery, labour, Formwork centering scaffoldingcleaning providing mortar layer for lift joints batching mixing placing in position levelling vibrating finishing curing etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. (Cement content 330 kg/ Cum with use of super plasticiser) Cum 84.8

3 1.15 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. for plain concrete works ( Cement content : 240 kg / cum with use of super plasticiser ) cum 17.22 5157.35 88809.57

4 Providing and Laying reinforced cement concrete pipe NP3 300 mm. Dia for culvert including pointing ends, and fixing coalrs with cement mortar1 : 2 including cost of alll materials labour curing complete as per specifications Specification No. KSRB 1000, 2300 as per MOST specification N. 1000/2300 Rmtr 50

5 Providing, fabricating and placing in position reinforcement steel bars for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required, tying with 1.25 mm dia. soft annealed steel wire, including cost of all materials, machinery, labour etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. Kg 424

6 Fabrication, supply, erection, testing and commissioning of plug and rod type hoist assembly consisting of truncated upright cone type cast iron plug fixed to alloy steel screw hoist with supporting structure for operating circular sluice openings including cost of all materials, labour, machinery, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat zinc chromate red oxide primer and three coats anti- corrosive bitumineous black paint etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. Kg 400

1 6.1.b Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto 300 mm / parthenium and other weeds including burning or disposing off the same as directed etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. Sqm 12000

2 2.2 Excavation in all kinds of soil including boulders upto 0.6 m diameter ( 0.113 cum ) field channels, seating of embankment for field channels etc., including dressing of bed and sides to required profile, cost of all materials, machinery, labour, placing the excavated stuff for formation of service road / embankment as directed etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. cum 300

3 Excavation in all kinds of soil including boulders upto 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drains / catch water drains etc., including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soil neatly in dump area or for formation of service road/embankment as directed etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. cum 750

4 1.15 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. for plain concrete works .( Cement content : 240 kg / cum with use of super plasticiser ) cum 150 5157.35 773602.5

5 3.30.a Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for RCC troughs resting on ground including cost of all materials, machinery,labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curingetc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. ( Cement content : 330 kg / cum with use of super plasticiser ). Note: If water is to be brought from other place add lead charges for water also at 500 litres per cum of concrete. cum 577.5

6 1.12 Providing, fabricating and placing in position reinforcement steel for RCC structures including cleaning, straightening, cutting, bending,lapping / welding joints wherever required, tying with 1.25 mm dia. soft annealed steel wire, including cost of all materials, machinery, labour labour etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. Tonne 15.15

7 Providing and fixing 200 x 200 x 750 mm roughly dressed boundary /demarcation / chainage / arrow stones including cost of all materials,labour, engraving marks, fixing in position, murum filling etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. Each 150

7) CONSTRUCTION OF SOPANA FOR TANK BUND

1 Excavation in all kinds of soil including boulders upto 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drains / catch water drains etc., including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soil neatly in dump area or for formation of service road/embankment as directed etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. cum 70.22

2 Providing and Lying in-Situ Vibrated M-20 ( 28 Days Cube compressive streght not less than20 N/Sq mm) Grade cement concrete using 20 mm down approved, clean,hard,graded aggregates for plain concrete works including cost of all materials, machinery, labour, Formwork centering scaffoldingcleaning providing mortar layer for lift joints batching mixing placing in position levelling vibrating finishing curing etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. (Cement content 330 kg/ Cum with use of super plasticiser) Cum 37.76

3 Providing, fabricating and placing in position reinforcement steel bars for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required, tying with 1.25 mm dia. soft annealed steel wire, including cost of all materials, machinery, labour etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. Kg 973.8

Sl. No. Mile stone Months Physical works to be completed Value of work to be completed

Description of Item unit Approx. Qty. to be completed

1 Clearing thick jungle growth (less than 50 percent open space) including bushes upto 300 mm Sqm 73140 "R3"\ #,###.46\ "Lak33"

2 Cutting and removing jauliflora bushes upto 1.50 m girth Each 3200

3 De-silting tank bed in dry condition by excavating the deposited bed material Cum 54993

4 De-silting tank bed in dry condition by excavating the deposited bed material Cum 34875

5 KSRRB 300-60. Extra for laying earth by manual means as per specifications for compaction in 250mm thick Cum 34875

6 Excavation for foundation in all kinds of soil by mechanical means including boulders upto 0.60 m dia (0.113 cum ) for dam, barrage, spillway, intake structure Cum 265.98

7 Excavation in all kinds of soil by mechanical means including boulders upto 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drains / catch water drains etc. Cum 1322.74

8 Excavation in soft rock without blasting including boulders above 0.3 m upto 0.6 m dia. for canals, seating of embankment Cum 544.37

9 Excavation in soft rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. for canals, seating of embankment Cum 544.37

10 Removing disturbed rough / size stone revetment 300 mm thick with 150 mm thick Sqm 24

11 Removing disturbed rough / size stone revetment 300 mm thick with 150 mm thick Sqm 830

1 Excavation for foundation in all kinds of soil by mechanical means including boulders upto 0.60 m dia (0.113 cum ) for dam, barrage, spillway, intake structure Cum 265.98 "R23"\ #,###.35\ "Lak2323"

2 Excavation in all kinds of soil by mechanical means including boulders upto 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drains Cum 1322.74

3 Excavation in soft rock without blasting including boulders above 0.3 m upto 0.6 m dia. for canals, seating of embankment, filter drain Cum 544.37

4 Excavation in soft rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. for canals, seating of embankment, filter drain Cum 544.37

5 Providing and laying inset vibrated M-15 for plain concrete works Cum 59.75

6 Providing and laying insitu vibrated M-15 bed lining of canal Cum 58.5

7 Providing, fabricating and placing in position reinforcement steel for RCC structures Cum 1717.38

8 Providing, fabricating and placing in position reinforcement steel bars for RCC works Cum 11562.5 Sl. No. Mile stone Months Physical works to be completed Value of work to be completed

9 Providing and laying insitu vibrated M-20 for plain concrete work Cum Description of Item Approx. Qty. to be completed

10 Providing and laying insitu vibrated M-20 for RCC troughs resting Cum 412.5

11 Providing and laying insitu vibrated M-20 for deck slab and kerb Cum

1 Providing and laying inset vibrated M-15 for plain concrete works Cum 59.75 "R21"\ #,###.04\ "Lak2121"

2 Providing and laying insitu vibrated M-15 for bed lining of canal Cum 58.5

3 Providing, fabricating and placing in position reinforcement steel for RCC structures Kg 1717.38

4 Providing, fabricating and placing in position reinforcement steel bars for RCC works Kg 11562.5

5 Providing and laying insitu vibrated M-20 for plain concrete works Cum

6 Providing and laying insitu vibrated M-20 for RCC troughs resting on ground Cum 412.5

7 Providing and laying insitu vibrated M-20 for deck slab and kerb Cum

8 Excavating grip trenches of specified size in all kinds of soil Cum 356

1 Excavating grip trenches of specified size in all kinds of soil in existing bund for abutting fresh embankment Cum 712 "R18"\ #,###.03\ "Lak1818"

2 Providing new embankment abutting to existing bund to strength the existing bund Cum 7944

3 Providing new embankment abutting to existing bund to strength the existing bund Cum 3105.3

4 Fabrication, supply, erection, testing and commissioning of plug and rod type hoist assembly Kg 182.88

5 Providing and constructing 300 mm thick dry rubble stone pitching with pin headers at 2 per sqm Sqm 9000

6 Providing and fixing 200 x 200 x 750 mm roughly dressed boundary/demarcation / chainage / arrow stones Each 130

TENTATIVE PHYSICAL/FINANCIAL ACTIVITY CHART

PACKAGE-6: IMPROVEMENTS TO FEEDER CANAL OF RANGENAHALLI TANK & GULYA TANK IN HIRIYUR TALUK, CHITRADURGA DIST.

MI/2019-20/MT/WORK_INDENT26031

SL NO Item Name Unit

1 Excavating grip trenches of specified size in all kinds of soil in existing bund for abutting fresh embankment Cum 712 "R18"\ #,###.03\ "Lak1818" 157352

2 Providing new embankment abutting to existing bund to strength the existing bund Cum 7944 1930392

3 Providing new embankment abutting to existing bund to strength the existing bund Cum 3105.3 400583.7

4 Fabrication, supply, erection, testing and commissioning of plug and rod type hoist assembly Kg 182.88 31089.6

5 Providing and constructing 300 mm thick dry rubble stone pitching with pin headers at 2 per sqm Sqm 9000 2466000

6 Providing and fixing 200 x 200 x 750 mm roughly dressed boundary/demarcation / chainage / arrow stones Each 130 26130

SL NO Item Name Unit

1 Providing and laying inset vibrated M-15 for plain concrete works Cum 59.75 "R21"\ #,###.04\ "Lak2121"

2 Providing and laying insitu vibrated M-15 for bed lining of canal Cum 58.5

3 Providing, fabricating and placing in position reinforcement steel for RCC structures Kg 1717.38

4 Providing, fabricating and placing in position reinforcement steel bars for RCC works Kg 11562.5

5 Providing and laying insitu vibrated M-20 for plain concrete works Cum

6 Providing and laying insitu vibrated M-20 for RCC troughs resting on ground Cum 412.5

7 Providing and laying insitu vibrated M-20 for deck slab and kerb Cum

8 Excavating grip trenches of specified size in all kinds of soil Cum 356

1 Excavation for foundation in all kinds of soil by mechanical means including boulders upto 0.60 m dia (0.113 cum ) for dam, barrage, spillway, intake structure Cum 265.98 "R23"\ #,###.35\ "Lak2323"

2 Excavation in all kinds of soil by mechanical means including boulders upto 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drains Cum 1322.74

3 Excavation in soft rock without blasting including boulders above 0.3 m upto 0.6 m dia. for canals, seating of embankment, filter drain Cum 544.37

4 Excavation in soft rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. for canals, seating of embankment, filter drain Cum 544.37

5 Providing and laying inset vibrated M-15 for plain concrete works Cum 59.75

6 Providing and laying insitu vibrated M-15 bed lining of canal Cum 58.5

7 Providing, fabricating and placing in position reinforcement steel for RCC structures Cum 1717.38

8 Providing, fabricating and placing in position reinforcement steel bars for RCC works Cum 11562.5

9 Providing and laying insitu vibrated M-20 for plain concrete work Cum

10 Providing and laying insitu vibrated M-20 for RCC troughs resting Cum 412.5

11 Providing and laying insitu vibrated M-20 for deck slab and kerb Cum