Irrigation And CAD Department Tender

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Irrigation And CAD Department Tender

Civil And Construction

Irrigation Work

Suryapet, Telangana

Opening Date11 Feb 2022

Closing Date11 Mar 2022

Tender Amount₹ 11,83,11,24,844

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Tender Id
295568
Bid Award Id
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Tender No
20/2021-22, Dt. 08.02.2022
Tender Authority
Irrigation And CAD Department View
Purchaser Address
-
Website
http://https://irrigation.telangana.gov.in/icad/home

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Documents

Tender Notice-134.8 kB10 Unit starter p...10 Unit starter panels (S-10) 29-04-21.docx

Document-387.1 MBApproved Drawings....Approved Drawings.pdf

Document-373.5 MBMukhtyala MGA Cro...Mukhtyala MGA Cross & Plan 20.05.21.dwg

Document-36307.5 kBMBC Lift_BID_10.02...MBC Lift_BID_10.02.2022.docx

Document-35170.0 kB19. Ventilation Sy...19. Ventilation System (S-19) 22-04-21.doc

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BOQ Items

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Quantity-

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Amount -

View all details for FREE

ALL;Add cost for Miscellanious unforseen items @1% of equipment cost

Quantity1

Rate-

Amount 11800000

ALL;Add cost for T&P @ 1% on equipment cost

Quantity1

Rate-

Amount 14840000

ALL;Add cost for Spares @ 10% on equipment cost

Quantity1

Rate-

Amount 148300000

ALL;Providing 11KV & 415V capacitor banks as directed by the Engineer-in-Charge.

Quantity1

Rate-

Amount 6000000

ALL;Providing Fire Protection System as directed by the Engineer-in-Charge.

Quantity1

Rate-

Amount 5000000

ALL;Providing Power House Earthing as directed by the Engineer-in-Charge.

Quantity1

Rate-

Amount 8000000

ALL;Providing Communication System as directed by the Engineer-in-Charge.

Quantity1

Rate-

Amount 3000000

ALL;Providing Air Conditioning & Ventilation as directed by the Engineer-in-Charge.

Quantity1

Rate-

Amount 10000000

ALL;Providing Lighting arrangements as directed by the Engineer-in-Charge.

Quantity1

Rate-

Amount 3000000

ALL;d) Instrumentation Cables.

Quantity1

Rate-

Amount 20000000

ALL;c) Control Cables including cable trays, laying of cables etc.

Quantity1

Rate-

Amount 25000000

ALL;b) L.T. Power Cables

Quantity1

Rate-

Amount 25000000

ALL;a) 11KV Cables (XLPE)

Quantity1

Rate-

Amount 30000000

ALL;Tyre mounted Mobile crane 50 Ton

Quantity1

Rate-

Amount 8000000

ALL;b) station auxiliary transformer oil filled 1500 KVA, 11KV/415V out door type

Quantity1

Rate-

Amount 1000000

ALL;a) Unit Auxiliary Transformer Dry type 2000 KVA 11 KV/415V (Indoor type)

Quantity2

Rate-

Amount 4000000

ALL;SFC equipment for watered start 2 sets(one main and other as standby)

Quantity2

Rate-

Amount 120000000

ALL;Lift (Elevator)

Quantity1

Rate-

Amount 3000000

ALL;D.G.Set 250 KVA, 415 V with AMF panel

Quantity1

Rate-

Amount 5000000

ALL;E.O.T. Crane 120/25 Tons

Quantity1

Rate-

Amount 20000000

ALL;Drainage & Dewatering Equipment (4 Nos. submersible pumps for 110 KW Dewatering and 2 No. 55 KW submersible pumps for Drainage ( Submersible pumps) and 2 Nos. Additional 110 KW submersible pump sets to pump out water to ground level

Quantity1

Rate-

Amount 15000000

ALL;b) depression system compressors 2 sets (Main & Standby)

Quantity2

Rate-

Amount 30000000

ALL;Compressor Equipment a) OPU system compressors 2 sets (Main & Standby)

Quantity2

Rate-

Amount 12000000

ALL;Common D.C. D.Bs.

Quantity1

Rate-

Amount 4000000

ALL;500 AH, 220 V D.C Battery with Battery Charger

Quantity1

Rate-

Amount 11000000

ALL;b) Emergency board

Quantity1

Rate-

Amount 3000000

ALL;a) Station Auxiliary Boards (415V)

Quantity1

Rate-

Amount 8000000

ALL;11KV Cubicle with a) 2 No. 1000A Incoming feeder from 12/16 MVA Transformer b) 1 No.1000A buscoupler c) 3 Nos. 1000A out going feeders for SFC d) 2 Nos. 1000A out going feeders for Capacitor unit feeders e) 5 Nos. 150 A out going feeders for UAT/ Sats

Quantity1

Rate-

Amount 25000000

ALL;SFC isolators ( 4 nos for 4 pumps and one no. spare) as directed by the Engineer-in-charge.

Quantity5

Rate-

Amount 40000000

ALL;Cooling Water System ( 4 sets) as directed by the Engineer-in-charge.

Quantity4

Rate-

Amount 10000000

ALL;D,C distribution boards 5 sets ( 4 nos for 4 pumps and one no. spare) as directed by the Engineer-in-charge.

Quantity5

Rate-

Amount 10000000

ALL;Unit auxiliary board 5 sets( 4 nos for 4 pumps and one no. spare) as directed by the Engineer-in-charge.

Quantity5

Rate-

Amount 15000000

ALL;Protection Panels & Auxiliaries Panels as directed by the Engineer-in-charge.

Quantity4

Rate-

Amount 24000000

ALL;Microprocessor based control system for common equipment as directed by the Engineer-in-charge.

Quantity1

Rate-

Amount 8000000

ALL;Microprocessor based control system. 5 sets ( 4 nos for 4 pumps and one no. spare) as directed by the Engineer-in-charge.

Quantity5

Rate-

Amount 40000000

ALL;Static Excitation System as directed by the Engineer-in-charge.

Quantity4

Rate-

Amount 32000000

ALL;Synchronous motor (16 MW) and associated equipment as directed by the Engineer-in-charge.

Quantity4

Rate-

Amount 400000000

ALL;H.O.P.D with 1.50 M dia as directed by the Engineer-in-charge.

Quantity4

Rate-

Amount 60000000

ALL;Francis turbine pump with associated auxiliaries suitable for 16 MW Synchronous Motor with associated equipment as directed by the Engineer-in-charge.

Quantity4

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Amount 440000000

ALL;Shortcreting in two layers (each layer+38 mm thickness) for slabs duly fixing chain weld wire mesh 100 x 100x5 mm in between the two layers including cost and conveyance of all materials, labour charges, all heads, lifts, centering, scaffolding, machine mixing, laying concrete with shortcrete machine etc. complete as per specification and as directed by Engineer-in-Charge.

Quantity10200

Rate-

Amount 15937500

ALL;Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG-40/ SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163- 89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the dept of 450mm dia PN 16 complete as directed by the Engineer-in-Charge.

Quantity40

Rate-

Amount 17651856

ALL;Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG-40/ SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163- 89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the dept of 200mm dia PN 16 complete as directed by the Engineer-in-Charge.

Quantity86

Rate-

Amount 3318551

ALL;Manufacture, Supply and delivery of Air Cushion valves / Quick Released damped Air Valves (QRDA) as per AWWA, Ex-factory excluding transportation etc., complete. 15 Kg/Sq cm, 200 mm dia as directed by the Engineer-in-Charge.

Quantity86

Rate-

Amount 11676366

ALL;(vii) Pipe of 1500mm dia, thickness 24 mm

Quantity320

Rate-

Amount 1152512

ALL;(vi) Pipe of 2500mm dia, thickness 14 mm

Quantity27508

Rate-

Amount 296904847

ALL;(v) Pipe of 2500mm dia, thickness 16 mm

Quantity2200

Rate-

Amount 24080540

ALL;(iv) Pipe of 2500mm dia, thickness 18 mm

Quantity5400

Rate-

Amount 60174360

ALL;(iii) Pipe of 2500mm dia, thickness 20 mm

Quantity2376

Rate-

Amount 26878975

ALL;(ii)Pipe of 2500mm dia, thickness 22 mm

Quantity1800

Rate-

Amount 20739060

ALL;Cost of Laying, Jointing, Hydrostatic Filed Test Pressure, Including Cost of Site Welding, Jointing Materials And Cost of Transportation of Water Including Emptying Pipe Line After Completion of Field Testing as directed by the Engineer-in-charge. (i) Pipe of 2500mm dia, thickness 24 mm

Quantity1024

Rate-

Amount 12029747

ALL;(vii) Pipe of 1500mm dia, thickness 24 mm

Quantity320

Rate-

Amount 38681360

ALL;(vi) Pipe of 2500mm dia, thickness 14 mm

Quantity27508

Rate-

Amount 3443795290

ALL;(v) Pipe of 2500mm dia, thickness 16 mm

Quantity2200

Rate-

Amount 308297000

ALL;(iv) Pipe of 2500mm dia, thickness 18 mm

Quantity5400

Rate-

Amount 837483300

ALL;(iii) Pipe of 2500mm dia, thickness 20 mm

Quantity2376

Rate-

Amount 404081330

ALL;(ii)Pipe of 2500mm dia, thickness 22 mm

Quantity1800

Rate-

Amount 333147600

ALL;Manufacture, supply and delivery of M.S Pipes conforming to IS 3589/2001 including in lining with cement mortar (1:2) 15mm thick using 4 numbers of 6mm dia M.S.Rings at each end of the pipe and out coating with cement mortar (1:3) 30mm thick by shortcreting or gunetting duly providing wire mesh of size 50x50x3mm including cost of all materials, labour charges, transportation to anywhere in T.G, but excluding all taxes as directed by the Engineer-in-charge. (i) Pipe of 2500mm dia, thickness 24 mm

Quantity1024

Rate-

Amount 204911002

ALL;Providing & constructing Sand filling below foudation including cost of all materials, machinery, labour, watering, ramming etc., complete with initial lead upto 50 m and all lifts.

Quantity42323

Rate-

Amount 79592634

ALL;Supply of 24" (600mm) Wall mounting /Pedestal Air Circulators Makes : Crompton / Havells Turbo Force / Orient / Almonard / Panasonic / Halonix / RR. as directed by the Engineer-in-charge.

Quantity24

Rate-

Amount 199027

ALL;Supply and fabrication of stainless steel railing works using Stainless Steel Tubes, sections, plates, sheets & pipes of all sizes & Diameters for - 304 Grade stainless steel welding rods including buffing, polishing, lacquer finishing, to present seamless finish including labour charges as directed by the Engineer-in-charge.

Quantity3383

Rate-

Amount 2210114

ALL;Supply and fixing of partitions made of seccolor pre-painted steel (base steel as per IS 513 of 0.58 mm thick ?D? quality, galvanized as per IS 277 with Zinc of 120 GSM). Primer coated with epoxy primer of 5- 7 microns thick, finish painted with a polyester paint of 12-16 microns thick alkyd backer. Section for outer frame should be 46x52mm, section for shutter should be 46x46mm, section for mullion should be 46x70mm, section for beading should be 18x25mm and section for middle and bottom rail (Lock Rail and Kick Rail) of size should be 23x130mm. The partition should be paneled with 9mm pre-laminated particle board to a height of 0.91m from the bottom, and remaining height with 5mm thick plain glass With Ethyl Propylene Diametermine Monomer (EPDM) Gaskets. The sections are to be cut to length; mitre joined with corner bracket Centre mullions are to be fixed using mullion cap. Gaskets made of Ethyl Propylene Diametermine Monomer (EPDM). Corner brackets made of CRCA with zinc phosphate. Mullion caps made of Glass filled nylon. The above frames should be fixed to the concrete/masonry wall by means of selfexpanding screws, and complete for finished item of work Fixed Partition with Door: Outer frame section size of 46x52mm, mullion section should be of 46x70mm, fixed beading should be of 18x25mm, section for shutter should be of 46x46mm and section for middle & bottom should be of size 23x130mm as directed by the Engineer-in-charge.

Quantity2215

Rate-

Amount 13707749

ALL;Supply & fixing of Rolling shutter made of 80 x 1.25 mm machine rolled CRCA laths, interlocked together through their entire length and jointed together at the ends by end-locks, mounted on specially designed pipe shaft of 50mm Diameter nominal bore MS B class pipe with brackets, plates, guide channels, stoppers, bottom locking plates and arrangements for inside & outside locking with push-pull operations including cost of hood cover and springs complete, painted with one coat of approved steel primer, locks, ball bearings, all accessories etc complete for finished item of work as per special Spec: 1108 as directed by the Engineer-in-charge.

Quantity84

Rate-

Amount 397110

ALL;Painting to new walls with 2 coats of water proof cement paint of apporved brand and shade over a base coat of approved cement primer grade I making making 3 coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 912 for internal walls as directed by the Engineer-in-charge.

Quantity8500

Rate-

Amount 1679600

ALL;Plastering with CM 2 coats, 12 mm thick, base coat in CM (1:5), 8mm thick and top coat in CM (1:3), 4mm thick with sponze finishing, including cost and conveyance of all materials, labour charges as directed by the Engineer-in-charge.

Quantity4250

Rate-

Amount 1709350

ALL;Plastering with CM 2 coats, 20 mm thick, base coat in CM (1:6), 16mm thick and top coat in CM (1:4), 4mm thick with Dubara sponze finishing, including cost and conveyance of all materials, labour charges as directed by the Engineer-in-charge.

Quantity4250

Rate-

Amount 1782875

ALL;Brick Masonry in CM (1:6) with 2nd class Bricks traditional size 23 x 11 x 7 cms etc., complete including cost and conveyance of all materials, labour charges as directed by the Engineer-in-charge.

Quantity960

Rate-

Amount 6533568

ALL;Flooring with high polished granite 16 to 18 mm mm thick slabs other than black set over base coat of cement mortar (1:8), 20 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like cement, sand water and tilesetc., complete, including labour charges for dressing of tilesetc., complete for finished item of work, but excluding the cost of conveyance of all materials as directed by the Engineer-in-charge.

Quantity5031

Rate-

Amount 20441456

ALL;Flooring with vitrified tiles of 1st quality, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete for finished item of work, but excluding the cost of conveyance of all materials as directed by the Engineer-in-charge.

Quantity3032

Rate-

Amount 3532886

ALL;Providing and fixing false ceiling consisting of 600 mm x 600 mm, Solid PVC insulation panels having wall thickness of 1mm thick plain PVC rigid foam sheet and EPS as defined in of desired thickness depending on insulation required shall be insert in a frame work made using anodized aluminium Tee section of sizes 1?X1? (25X25mm, 19 gauge or 1mm thick) in square pattern of grid sizes of 2?X2? (600X600mm). The aluminium framework is supported from the ceiling with the help of G.I. hook and G.I. wire/6mm.M.S. rods of required sizes to maintain proper level etc. the aluminium framework is supported on side wall with the use of aluminium 1?X1? (25X25mm) angles, complete as per direction of Engineer-in- Charge & drawing

Quantity2664

Rate-

Amount 3965098

ALL;Supply and fixing of pre-painted steel casement/ open able windows base steel as per IS 513 of - 0.58 mm thick 'D quality, galvanized as per IS 277, finish painted with a polyester paint, section for outer frame of 46 x 52 mm section for shutter of 46 x 46 mm section for mullion 46 x 70 mm, and sectionfor beading 18 x 25 mm paneled with 5 mm thick plain float glass fitted with EPDM gaskets, handle made of high grade aluminium powder coated frames fixed to the concrete /masonry wall by means of selfexpanding screws including 10 mm square guard bars @ 150 mm pitch for Windows: Double shutter with mullion section for sizes 3'-0 x 4'-0 (914.4mm x 1219.2 mm) and 4'-0 x 4 '-0 (1219.2x1219.2mm) as directed by the Engineer-in-charge.

Quantity66

Rate-

Amount 534422

ALL;Supply of Roof Accessories medium size: Ridge, Barge Cap, Corner Trim, L-Flashing, Down Pipes, Gutter etc., with 0.50mm thick, Width: 0.585, Length: Maximum 2½ Meters as directed by the Engineer-in-charge.

Quantity370

Rate-

Amount 114774

ALL;Roofing will be provided with 0.5mm thick galvanized / pre painted G.I. profiled sheets fixed to the purlins with 14size self-drilling screws with neoprene washer. Side laps are stitched with selftapping / drilling screws. End laps are to be sealed with 25x3 mm Butyl tape. The sheets are provided with anti-capillary grove as directed by the Engineer-in-charge.

Quantity2410

Rate-

Amount 2086337

ALL;Painting of embedded metal parts and all types of gates, stoplogs,etc, on sand blasted surfaces with one coat of inorganic zinc silicate (airless spray preferred)70+/- 5 and two super coats with a total thickness of 300 microns (each 150+/- 5) of solventless coaltar epoxy paint each coat 150 microns ( total 300 microns) cost of all materials, labour, scaffolding etc., complete with all leads and all lifts (Upstream surface of gates portion may be painted with solventless coaltar epoxy brown paint instead of solventless coaltar black. The rate for coaltar epoxy brown shall be adopted in data for Upstream side painting) as directed by the Engineer-in-charge.

Quantity1086

Rate-

Amount 612287

ALL;Cleaning gates / hoists / embedded parts/lifting beams etc, to expose fresh metal surface for painting by sand blasting method as per specifications including cost of all materials, labour, machinery, scaffolding, etc., complete with all lead for sand and all lifts as directed by the Engineer-in-charge.

Quantity1086

Rate-

Amount 1141060

ALL;Design, fabrication, supply, erection, testing and commissioning of adequate capacity rope drum hoist consisting of hoist platform, rope drum, gear system, electric motor, electro- magnetic brake system, hand operation assembly, control panel, wire rope, pulleys, ladder etc., with all accessories for operating river sluice / canal sluice service gate including cost of all materials, machinery, labour, , complete as per specifications and drawings with all leads and lifts (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately) as directed by the Engineer-in-charge.

Quantity120

Rate-

Amount 9253440

ALL;Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift service gate consisting of skin plate, vertical and horizontal girders, wheels, stiffeners, lifting brackets, guide rollers, ballast blocks, teflon claded rubber seals etc., with all accessories for river sluice / canal sluice vent including cost of all materials, machinery, labour,welding ,aligning finishing seal fixing etc.with allleads and lifts, complete as per specifications and approved drawings (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately) as directed by the Engineer-in-charge.

Quantity80

Rate-

Amount 14114120

ALL;Design, fabrication, supply, erection and commissioning of rail track using 45 kg / m standard rails on spillway bridge for movement of gantry crane for handling and operating spillway stoplog gate elements / river sluice / canal sluice emergency gate including cost of all materials, machinery, labour, complete as per specifications (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately) as directed by the Engineer-in-charge.

Quantity317

Rate-

Amount 2508009

ALL;Fabrication, supply, erection, testing and commissioning of automatic lifting beam with all accessories for handling, lowering and lifting of spillway stop log gate elements including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, etc., complete as per specifications and drawings with all leads and lifts. (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately) as directed by the Engineer-in-charge.

Quantity2

Rate-

Amount 314508

ALL;Design, fabrication, supply, erection, testing and commissioning of vertical lift gates and stoplog gate elements, consisting of skin plate, horizontal and vertical girders, stiffeners, lifting pins, bronze padded slide blocks/bearings, guide shoes, rubber seals, clamps etc., with all accessories including cost of all materials, machinery, labour, seal fixing etc.,complete as per specifications and approved drawings (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately) as directed by the Engineer-in-charge.

Quantity157.4

Rate-

Amount 29081759

ALL;Design, fabrication, supply, erection and commissioning of embedded parts consisting of sill beam, slide tracks, seal seats, guide rails, dogging sets for storage of stoplog elements etc., with all accessories for spillway stop log gates and other vertical lift elements including cost of all materials,machinery, labour, etc., complete as per specifications and approved drawings (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately) as directed by the Engineer-in-charge.

Quantity175

Rate-

Amount 36944723

ALL;Providing, fabricating and placing in position reinforcement steel for RCC, below 36 dia rods overlaps and wastages wherever required, tying with 1.25 mm diameter soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with initial lead upto 1 km and all lifts as directed by the Engineer-in-charge. Overlaps and wastage as per NHAI-data Lap jointing considered for bars upto 36 mm diameter.

Quantity11703

Rate-

Amount 882224804

ALL;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 with initial lead upto 50 and all lifts as directed by the Engineer-in-charge.

Quantity3042180

Rate-

Amount 246720798

ALL;Providing and laying insitu M- 30 ( 28 days cube compressive strength not less than 30 N / sq mm ) grade Cement concrete using 20 mm down size approved, clean, hard, graded aggregates for fore-bay wearing coat including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar etc., complete with leads and lifts as directed by the Engineer-in-charge. (Cement content: 400 kg / cum with use of super plasticiser (0.4% by wt. of cement, CA : 0.80 cum, Blending Ratio of CA--65:35, FA : 0.45 cum)

Quantity612

Rate-

Amount 4404074

ALL;Providing and laying insitu vibrated M-25 (28 days cube compressive strength not less than 25 N / sq mm) grade cement concrete for pumphouse 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 with all leads and lifts as directed by the Engineer-in-charge. (Cement content : 380 kg / cum with use of super plasticiser, CA : 0.80 cum, Blending Ratio of CA -- 65:35, FA : 0.44 cum).

Quantity1500

Rate-

Amount 13141800

ALL;Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 25 N / sq mm ) grade cement concrete for pump house and fore-bay 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 with all leads and lifts as directed by the Engineer-in-charge.(using Transit Mixers) (Cement content : 380 kg / cum with use of super plasticiser, CA : 0.90 cum, blending ratio of CA--65:35, FA : 0.40 cum)

Quantity69466

Rate-

Amount 493125241

ALL;Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete for pump house and fore-bay 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 leads and lifts as directed by the Engineer-in-charge. ( Cement content : 260 kg / cum with use of super plasticiser, CA : 0.90 cum, Blending Ratio of CA 50:30:20, FA : 0.40 cum)

Quantity4938

Rate-

Amount 30939533

ALL;Providing and laying insitu M-30 (28 days cube compressive strength not less than 30 N /sqmm) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat of head regulator and delivery cistern including cost of all materials, machinery, labour, formwork,cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting,finishing, curing, packing joints with asphalt mortar etc., complete with all leads and lifts as directed by the Engineer-in-charge. If water is to be brought from other place add only lead charges @ 500 ltr / cum. to the data (Cement content: 400 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)

Quantity200

Rate-

Amount 1374220

ALL;Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 25 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates including cost of all materials, labour, machinery, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for columns and beams, walls of pump house with all leads and lifts as directed by the Engineer-in-charge. Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 380 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)

Quantity7050

Rate-

Amount 69373410

ALL;Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 25 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for deck slab & kerb including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all leads and lifts as directed by the Engineer-in-charge. Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 380 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)

Quantity59

Rate-

Amount 655850

ALL;Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 25 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works of head regulator and delivery cistern including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all leads and lifts as directed by the Engineer-in-charge. (Cement content: 360 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

Quantity3508

Rate-

Amount 26264396

ALL;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works of head regulator and pressuremain including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all leads and lifts as directed by the Engineer-in-charge. (Cement content: 320 kg / cum with use of super plasticiser (0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

Quantity39040

Rate-

Amount 282103040

ALL;Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 25 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for raft foundation of head regulator including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all leads and lifts as directed by the Engineer-in-charge. (Cement content: 360 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90 cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

Quantity68.5

Rate-

Amount 482219

ALL;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 for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all leads and lifts as directed by the Engineer-in-charge. (Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

Quantity4261

Rate-

Amount 26755245

ALL;Providing and fixing 25 mm dia 3 m long cold twisted deformed steel dowel bars with one end driven into 45 to 50 mm diameter 1.50 m deep hole drilled in bed rock and other end provided with L-bend for embedding in concrete / masonry of fore-bay & pumphouse and other appertenant works including cost of drilling and cleaning hole, filling hole with cement mortar 1 : 1 proportion, driving anchor rod, cost of all materials, machinery, labour etc., complete with all leads and lifts as directed by the Engineer-in-charge. Consider 25 anchor rods for analysis.

Quantity9956

Rate-

Amount 12369334

ALL;Providing and fixing 25 mm dia 2.50 m long cold twisted deformed steel anchor rods with 1.25 m length driven into 32 mm dia hole drilled in bed rock and remaining length embedded in concrete / masonry of head regulator structure including cost of all materials, machinery, labour, drilling and cleaning hole, driving anchor rod, grouting hole with thick cement slurry etc., complete with initial lead upto 50 m and all lifts as directed by the Engineer-in-charge.

Quantity416

Rate-

Amount 501446

ALL;Providing hearting / casing embankment with homogeneous soil from approved borrow areas in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with a lead upto 5 km and all lifts as directed by the Engineer-in-charge. (for formation of inspection path along Delivery cistern.)

Quantity900

Rate-

Amount 244980

ALL;Providing semi-pervious / pervious casing embankment using soil collected in heaps in embankment area as part of disposal of excavated soil from canal including cost of all materials, machinery, labour, all operations such as sorting-out, spreading in layers of 25cm before compaction, breaking clods, sectioning, watering and compacting each layer to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with lead upto 1 km for water as directed by the Engineer-in-charge. (for formation of inspection path along approach channel & fore-bay.)

Quantity12240

Rate-

Amount 935136

ALL;Excavation in hard rock of all toughness by blasting including boulders above 1.2 m dia. for foundations of delivery cistern, Head regulator, Pressuremain and other appurtenant structures and placing the excavated rock neatly in specified dump area or stack yard as directed etc., complete with a lead upto 2 km and all lifts as directed by the Engineer-in-charge.

Quantity7701.6

Rate-

Amount 6070401

ALL;Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. for foundations of delivery cistern and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with a lead upto 2 km and all lifts as directed by the Engineer-in-Charge

Quantity1150

Rate-

Amount 625945

ALL;Excavation in ordnary rock without blasting for foundations of delivery cistern and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with a lead upto 2 km and all lifts as directed by the Engineer-in-Charge

Quantity766

Rate-

Amount 153353

ALL;Earth work in excavation in all kinds of soils of foundation of delivery cistern structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material complete with all lifts as directed by the Engineer-in-Charge( Excavation for Structures- Mechanical Means)

Quantity766

Rate-

Amount 87477

ALL;Excavation in hard rock of all toughness by blasting including boulders above 1.2 m dia. for pressuremains etc., including levelling the bed by removing all projections by hammering / chiselling, cost of all materials, machinery, labour, placing the excavated rock neatly in approved dump area and levelling the same as directed etc., complete with a lead upto 5 km and all lifts as directed by the Engineer-in-Charge

Quantity470984.8

Rate-

Amount 328088012

ALL;Excavation in hard rock (including F&F rock) requiring blasting including boulders above 0.6 m upto 1.2 m dia. for pressuremain etc., including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated rock in dump area or for formation of service road as directed etc., complete with a lead upto 5 km and all lifts as directed by the Engineer-in-Charge

Quantity58873.2

Rate-

Amount 18827649

ALL;Excavation in ordinary rock (including HDR) without blasting including boulders above 0.30 m upto 0.6 m dia. for pressuremain etc., including dressing of bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soft rock neatly in dump area or for formation of service road as directed etc., complete with a lead upto 5 km and all lifts as directed by the Engineer-in-Charge.

Quantity29437

Rate-

Amount 6867652

ALL;Excavation for foundation in hard rock of all toughness by blasting including boulders above 1.2 m dia. for fore-bay, pumphouse and other appurtenant works and placing the excavated rock neatly in dump area or stack yard including levelling as directed etc., complete with a lead upto 2 km and all lifts as directed by the Engineer-in-charge.

Quantity496982

Rate-

Amount 267873298

ALL;Excavation for foundation in hard rock (including F&F) requiring blasting including boulders above 0.6 m upto 1.2 m dia. for fore-bay, pumphouse and other appurtenant works and placing the excavated material neatly in dump area or disposing off the same as directed etc., complete with a lead upto 2 km and all lifts as directed by the Engineer-in-charge.

Quantity41448

Rate-

Amount 12969079

ALL;Excavation for foundation in ordinary rock (including HDR) without blasting including boulders above 0.3 m upto 0.6 m dia for fore-bay, pumphouse and other appurtenant works and placing the excavated material neatly in dump area or disposing off the same as directed etc., complete with a lead upto 2 km and all lifts as directed by the Engineer-in-charge.

Quantity17569

Rate-

Amount 3814230

ALL;Excavation for foundation in all kinds of soil including boulders upto 0.30 m diameter for fore-bay, pumphouse and other appurtenant works and placing the excavated soil neatly in dump area or disposing off the same as directed etc., complete with a lead upto 2 km and all lifts as directed by the Engineer-in-charge.

Quantity15219

Rate-

Amount 2575055

ALL;Excavation in hard rock by blasting including boulders above 1.2 m dia. for approach channel etc., including levelling bed by removing all projections by hammering / chiselling, cost of all materials, machinery, labour, placing the excavated rock neatly in approved dump area and levelling the same as directed etc.,complete with a lead upto 2 km and all lifts as directed by the Engineer-in-charge.

Quantity844875

Rate-

Amount 326966625

ALL;Excavation in hard rock (including F&F rock) requiring blasting including boulders above 0.6 m upto 1.2 m dia. for approach channel etc., including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated rock in dump area or for formation of service road as directed etc., complete with a lead upto 2 km and all lifts as directed by the Engineer-in-charge.

Quantity46937.5

Rate-

Amount 12508844

ALL;Excavation in ordinary rock (including HDR) without blasting including boulders above 0.30 m upto 0.6 m dia. for approach channel etc., including dressing of bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soft rock neatly in dump area or for formation of service road as directed etc., complete with a lead upto 2 km and all lifts as directed by the Engineer-in-charge.

Quantity28162.5

Rate-

Amount 5069250

ALL;Excavation in all kinds of soil including boulders upto 0.3 m diameter for approach channel 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 the formation of service road / embankment as directed etc., complete with initial lead upto 1 km and all lifts as directed by the Engineer-in-charge.

Quantity48212

Rate-

Amount 5857758

ALL;Clearing thin jungle growth ( more than 50 percent open space ) including bushes upto 30 cm / parthenium and other weeds including burning or disposing off the same as directed etc., complete for finished item of work as directed by the Engineer-in-charge.

Quantity100000

Rate-

Amount 200000

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