Water Resources Department Tender
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Costs
EMD
₹ 1,60,000Document Cost
₹ 1,000Tender Fee
₹ 5,900
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_WR_120291_1Tender No
77/24-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Providing and fixing of skin plate
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Providing and fixing of Chequred Plate 8mm
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Providing & fixing in position of flat/ wedge seal including preparation of surface complete I all respects and to entire satisfaction of Engineer in charge.75 mm Ø x 12 mm Th. Bottom Seal
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Providing of hollow bulb seal & fixing in position including preparation of surface complete in all respects and to entire satifaction of Engineer in charge.(44Ø)
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Providing & fixing of Galvanized nut & bolts of all size & length required
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CI Housing cover with worm & worm Wheel Assembly, shaft, Handle G.M Bust with triple start threading inside for Spindle complete including labour charges.
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M.S Spindle with double start or triple start threading 11' Height 1/3/4" dia. complete.
upto 1.5 ton capacity
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Fillet welding with high strenght steel rods complete in all respect and to entire satisfaction of engineer in charge 6 mm wide
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Painting two or more coats with anticorrosive bitumastic Paint to give an even shade
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Applying priming coat with metal primer on new steel or iron work including preparation of surface
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Painting two or more coats excluding priming coat with synthetic enamel paint in all shade on wood work, metallic or plasterd cement surface to give an even shade
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Supply of multipurpose synthetic grease complete in all respect d to entire satisfaction of engineer - in - charge
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Supply of multigrade Mobil-oil 10w-40 or 10w-50 complete in all respect d to entire satisfaction of engineer - in - charge
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Commisioning and testing of gates at site complete in all respects to entire satisfaction of engineer in charge
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Providing and fixing bright finished brass door latch with necessary screws etc complete 250x 16 x 5 mm
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instaling of Gates & Gearing arrangement with crane 35 Ton cpacity
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Dismantling concrete ((e) Reinforced cement concrete
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Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth
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Annealing heat treatment of steel complete in all respects and to entire satisfaction of Engineer-in-charge
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Supply & installation of a steel wire rope la position including linking gate & hoist mchanism for smooth balance operation including olling and greasing complete in all respects as per specification 637 IS Code 2266 and to entire satisfaction of Engineer in charge (1) up to 10 mm dia
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Supply & installation of a steel wire rope la position including linking gate & hoist mchanism for smooth balance operation including olling and greasing complete in all respects as per specification 637 IS Code 2266 and to entire satisfaction of Engineer in charge (1) 10 to 20 mm dia
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Supply & installation of a steel wire rope la position including linking gate & hoist mchanism for smooth balance operation including olling and greasing complete in all respects as per specification 637 IS Code 2266 and to entire satisfaction of Engineer in charge (1) 20 to 30 mm dia
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Supply & installation of a steel wire rope la position including linking gate & hoist mchanism for smooth balance operation including olling and greasing complete in all respects as per specification 637 IS Code 2266 and to entire satisfaction of Engineer in charge (1) 40 to 50 mm dia
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Supply & installation of a steel wire rope la position including linking gate & hoist mchanism for smooth balance operation including olling and greasing complete in all respects as per specification 637 IS Code 2266 and to entire satisfaction of Engineer in charge (1) above 50 mm dia
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Steel casting as per I.S. specification & grade, complete in all respects and to entire satisfaction of Engincer in charge.(i) Alloy steel casting
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Steel casting as per I.S. specification & grade, complete in all respects and to entire satisfaction of Engincer in charge.(ii) C.I Casting
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Steel casting as per I.S. specification & grade, complete in all respects and to entire satisfaction of Engincer in charge.(iii) Brass casting
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Steel casting as per I.S. specification & grade, complete in all respects and to entire satisfaction of Engincer in charge.(iv) Bronze casting
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Steel casting as per I.S. specification & grade, complete in all respects and to entire satisfaction of Engincer in charge.(v) Gun metal casting
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Threading of pins, complete in all respects and to entire satisfaction Engineer in charge up to 75 mm.
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Threading of pins, complete in all respects and to entire satisfaction Engineer in charge above to 75 mm.
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Providing & fixing of Galvanized nut & bolts of all size & length required.
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Providing & fixing of Stainless steel nut & bolts of all size & length required.
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Providing 5 Ton capacity Chain Pulley Set (5m length) at site complete in all respects and to entire satisfaction of Engineer in charge
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Supply & fixing of MS cover for rape drum including cost of blages & lifting books including labour charges.
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MS Spindle with double start ar triple sart creading 11' Height 1/3/4" dia complete (1) up to 1.50 ton capacity.
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MS Spindle with double start ar triple sart creading 11' Height 1/3/4" dia complete (11) 1.50 to 2.50 ton capacity.
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MS Spindle with double start ar triple sart creading 11' Height 1/3/4" dia complete (111) above 2.5 ton capacity.
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MS drive shaft 6 ft long L5 inch die, with adjusting coupling complete.(i) 55 mm dia
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MS drive shaft 6 ft long L5 inch die, with adjusting coupling complete.(ii) 65 mm dia
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MS drive shaft 6 ft long L5 inch die, with adjusting coupling complete.(iii) Above 65 mm dia
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Steel pin for Wheel (1) EN-8
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U- clamps of steel wire rope
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Removing, Providing & fiting SS Flat, complete in all respects.
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Plumber block as per list and make SKF, NBC
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Supply of Spindal for Hoist Mechanism including threading and machining complete in all respects to entire satisfaction of engineer-in-charge (i) Up to 55 mm dia
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Supply of Spindal for Hoist Mechanism including threading and machining complete in all respects to entire satisfaction of engineer-in-charge (ii) 55 to 65 mm dia
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Supply of Spindal for Hoist Mechanism including threading and machining complete in all respects to entire satisfaction of engineer-in-charge (iii)above 65 mm dia
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Providing Installation & fixing in position M.S hoist assembly/Drum Hoist machine at site complete in all respects and to entire satisfaction of engineer incharge (i) for 250mm dia
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Providing Installation & fixing in position M.S hoist assembly/Drum Hoist machine at site complete in all respects and to entire satisfaction of engineer incharge (ii) for 400 mm dia
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Supply and fixing of spindle cover (pipe)
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Supply and fixing of common shaft duly machined at site complete in all respects and to entire satisfaction of engineer-in-charge
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Fixing of coupling for common shaft with supply of spindle shaft coupling rods and cover complete in all respects
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Gate wheel assembly complete in all respects to entire satisfaction of engineer-in-charge.(i) 150 dia
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Gate wheel assembly complete in all respects to entire satisfaction of engineer-in-charge.(ii) 180 dia
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Gate wheel assembly complete in all respects to entire satisfaction of engineer-in-charge.(iii) 280 dia
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Earth work in excavation of foundation of 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 backfilling with approved material.`(ii) Mechanical means depth upto 3m
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Earth work in excavation of foundation of 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 backfilling with approved material. (ii) Mechanical means depth above 3m upto 6m
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Earth work in excavation of foundation of 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 backfilling with approved material. (ii) Mechanical means depth above 6m
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Providing and Laying Plain cement concrete 1:3:6 (M-10) nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including supply, carriage, loading and unloading of material from an approved quarry complete as per drawing and techincal specification.
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Providing and Laying Plain Cement Concrete M-15 in open foundation including supply, carriage, loading and unloading of material from an approved quarry complete as per Drawing and Technical Specifications
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Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in acordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.
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For Rehandling/Backfiling Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in acordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.
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Providing and Laying Plain Cement Concrete M-15 in sub structure including supply, carriage, loading and unloading of material from an approved quarry complete as per Drawing and Technical Specifications
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Providing and Laying RCC Grade M 20 using batching plant, transit mixer and concrete pump in sub structure including centering and shuttering including supply, carriage, loading and unloading of material from an approved quarry complete as per drawing and techincal specification.
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Providing and Laying RCC Grade M 25 using batching plant, transit mixer and concrete pump in open foundation including centering and shuttering including supply, carriage, loading and unloading of material from an approved quarry complete as per drawing and techincal specification.
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Providing and Laying RCC Grade M 25 using batching plant, transit mixer and concrete pump in sub structure including centering and shuttering including supply, carriage, loading and unloading of material from an approved quarry complete as per drawing and techincal specification.
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Furnishing and Placing RCC Grade M 25 using batching plant, transit mixer and concrete pump in super-structure including centering and shuttering including supply, carriage, loading and unloading of material from an approved quarry complete as per drawing and techincal specification.
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Furnishing and Placing RCC Grade M 30 using batching plant, transit mixer and concrete pump in super-structure including centering and shuttering height upto 5 m including supply, carriage, loading and unloading of material from an approved quarry complete as per drawing and techincal specification.
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Furnishing and Placing RCC Grade M40 using batching plant, transit mixer and concrete pump in super-structure including centering and shuttering height upto 5 m including supply, carriage, loading and unloading of material from an approved quarry complete as per drawing and techincal specification.
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Cold twisted detormed (Ribbed/ ToR Steel Bar) Bars (Fe 500 grade ISI 1786- 2008), for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
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Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges)
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FILLER JOINT : PROVIDING AND FILLING JOINT SEALING COMPOUND INCLUDING ALL MATERIAL AS PER DRAWINGS AND TECHINCAL SPECIFICATIONS WITH COARSE SAND AND 6% BITUMEN BY WEIGHT-10MM DEPTH ( CSR 22.15 iv)
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EXTRA FOR BITUMEN PAINTING AT THE RATE OF 0.69KG/SQM
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Providing & Filling stones or spalls into crates and hand packing Including supply of Boulder stone and carriage from approved quary , loading & unloading, stacking within 15 meters & rehandling of b/s from stackyard to site within lead of 1 km i/c loading & unloading etc. complete in all respect.
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Weaving wire netting for wire crates including binding sides and partitions to make crate of 15 cm x 15 cm or 25 cm x 7.5 cm mesh including supply of MSA wire 4mm as per Pwd Specifications.
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Earth work compaction Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.Extra for rolling to specifications.
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Removal of damaged RCC hume pipe 900 mm Dia
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Dismantling of brick work in cement sand mortar / lime mortar including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 metre (By Mechanical Means)
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First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth
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Grouting stone filling or pitching with Cement Concrete M-15
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Grouting stone filling or pitching with cement concrete M-10
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Grouting stone filling or pitching with Mortar
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Earth work excavation in ordinary soil, exclusive of compensation of earth:-Kassi work undressed involving an average horizontal throw up to 2.0 metres and an average vertical lift up to 0.5 metres including breaking of clods.
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For Rehandling Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads Disposal/carraige from 0 upto 450m
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For Rehandling Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly /C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads Disposal/ carraige additional beyond 450m upto 1Km
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For Rehandling Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads Disposal/carraige for every additional Km upto 10Km
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For Rehandling Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads Disposal/carraige for every additional Km beyond 10Km
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SHUTTERING FOR Precast and plain reinforced concrete blocks walls plates, bed plates, shelves etc
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Providing, lowering in trenches to correctgradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc (900mm i/d pipe)
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CARRIAGE OF LOCAL TIBBA SAND USING HYRAULIC EXCAVATOR AND HYDRAULIC TRACTOR TROLLY I/C CUTTING AND LOADING IN TROLLY ANDTRANSPORTING TO THE EMBANKMENT LOCATIONS WITH ALL LIFTS AND LEADS 25 km
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CONSTRUCTING BRICK MASONRY MANHOLE IN CEMENT MORTAR 1:5 ( 1 CEMENT : 5 COARSE SAND) R.C.C. TOP SLAB 20CM THICK USING M-20 MIX BY USING MIXER AND VIBRATOR, TMT FE500 @ 80.00 KG/PER CUM, FOUNDATION CONCRETE 1:4:8 MIX (1 CEMENT: 4 COARSE SAND : 8 GRADED STONE AGGREGATE 40MM NOMINAL SIZE) INSIDE PLASTERING 12MM THICK WITH CEMENT MORTAR 1:3 (1 CEMENT: 3 COARSE SAND) FINISHED WITH FLOATING COAT OF NEAT CEMENT AND MAKING 40MM THICK BENCHING IN CEMENT CONCRETE 1:2:4 (1 CEMENT : 2 COARSE SAND : 4 GRADED STONE AGGREGATE 20MM NOMINAL SIZE) FINISHED WITH A FLOATING COAT OF NEAT CEMENT, ORANGE COLOURED PVC STEPS INCLUDING RCC COVER WITH FRAME COMPLETE AS PER STANDARD DESIGN COMPLETE IN ALL RESPECTS. (Inside size 90 x 150 cm)
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EXTRA PAYABLE FOR EVERY 0.30 M ADDITIONAL DEPTH OF MANHOLE CHAMBER IN ITEM BEYOND 1.80 M UPTO 3.60M BEYOND ADDITIONALDEPTH. (Inside size 90 x 150 cm)
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LAYING OF 12.5 MM THICK CEMENT SAND PLASTER IN 1:4 CEMENT SAND MORTAR INCLUDE S/O,C/O LOADING AMD UNLOADING OF MATERIAL COMPLETE IN ALL RESPECT AS PER PWD SPECIFICATION
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FOOT REST FOR SUMP WELL PROVIDING ORANGE COLOUR SAFETY FOOT REST OF MINIMUM 6MM THICK PLASTIC ENCAPSULATED AS PER IS:10910 ON 12MM DIA STEEL BAR CONFIRMING TO IS: 1786 HAVING MINIMUN CROSS SECTION AS 23MM X 25MM AND OVER ALL MINIMUM LENGTH 263MM AND WIDTH AS 165MM WITH MINIMUM 112MM SPACE BETWEEN PROTRUTED LEGS HAVING 2MM TREAD ON TOP SURFACE BY RIBBING OR CHEQUERING BESIDES NECESSARY AND ADEQUATE ANCHORING PROJECTIONS ON TAIL LENGTH ON 138 MM AS PER STANDARD DRAWING AND SUITABLE TO WITH STAND THE BEND TEST AND CHEMICAL RESISTANCE TEST AS PER SPECIFICATION AND HAVING MANUFACTURER'S PERMANENT IDENTIFICATION MARK TO BE VISIBLE EVEN AFTER FIXING, INCLUDING FIXING IN MANHOLES WITH 230X150X75CM CEMENT CONCRETE BLOCK 1:2:4 (1 CEMENT: 2 SAND: 4 STONE AGGRAGATE) COMPLETE AS PER DESIGN.
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Centring and shuttering Flat surface Such as Suspended floors, rods, chajas etc (M-10)
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