Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil And Construction
Eprocure
Opening Date8 Nov 2024
Closing Soon29 Nov 2024
Tender Amount₹ 3,50,00,000 
Notes
Download

Costs

  • EMD

    ₹ 7,00,000
  • Document Cost

    ₹ 5,000
  • Tender Fee

    ₹ 5,900

Description

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BOQ Items

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Preparation of surface for fixing new skin plate with old sking plate, complete in all respects and to entire satisfaction of Engineer in charge.

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Preparation of surface for fixing new skin plate with old sking plate, complete in all respects and to entire satisfaction of Engineer in charge.

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Removing damaged old rubber seal bulbor flat including clamp plate at all sizes and types both side and bottom rubber seals

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Providing and fixing new SIDE RUBBER SEAL( Hollow J type seal)

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Providing and fixing new BOTTOM RUBBER SEAL( flat/wedge rubber seal)

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Removing,providing and fixing clamp plate complete in all respects for both side seals and bottom seal

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Supply of multipurpose synthetic Hetiv grease for gate and machine lubrication

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Supply of multi grade mobile oil for gate and machine lubrication

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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 coat of anticorrosive bitumastic paint to give an even shade

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Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on metallic surface to give an even shade.

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Commissioning and testing of gates at site complete in all respects and to entire satisfaction of engineer-in-charge.

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Providing & fixing of Galvanized nut & bolts of all size & length required.

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Providing and fixing Lifting lugs

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Removing, damaged structural steel and stacking clear from working space by Gas cutting, complete in all respects and to entire satisfaction of Engineer in charge.

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Fillet welding with high strength steel rods, complete in all respects and to entire satisfaction of engineer-in-charge 8mm wide

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Dismantling of spindle hoist, central drive unit, rope drum, rack and pinion and winch machine at site complete in all respects.

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Zigs and fixture, gas tools and plants, racking and haulage arrangements for replacing damaged and broken parts including carriage and other miscellaneous items complete in all respects to entire satisfaction of engineer-in-charge.

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Dismantling of gate arrangement with help of Crane having 35 Tonne capacity

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Installation of gate arrangement with help of Crane 35 Tonne capacity

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Manufacturing,providing and fixing of set of 2 (per gate) CI Housing.worm and worm wheel and vertical spindle with connector shaft type gate lifying mechanism complete in all respects to the satisfaction of Engineer in charge on site including supply,fixing, labour and commissioning charges.

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Drilling/ Boring hole including rimming complete in all respects (per mm depth)

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Repair Work (Brick Masonary Work in cement mortar 1:3 in foundation complete excluding Pointing and Plastering

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Excavation in soil (any type) using hydraulic excavator CK 90 with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections including all lifts and combined lead upto 30 m

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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 (Lead 9.97 km )The source of earth is to be arranged by the agency/contractor himself.

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Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications

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Dressing of Earthwork

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Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth

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Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above1.5 mtr depth but upto 3.0 m

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Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above 3.0 mtr depth but upto 4.50 m

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Earthwork excavation in foundation, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and side of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres.

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Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification

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Dressing of Dowel

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Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes.

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Providing and laying cement concrete Side lining 100 mm thick with mechanical paver for irrigation channel using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer.

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In Side Slopes upto 2.0 m depth

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In Side Slopes above 2.0 m but upto 3.50 m depth

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Providing and laying cement concrete for coping mechanical paver for irrigation channel using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer.

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Providing and laying cement concrete for Sleeper for irrigation channel using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer.

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Providing and laying cement concrete for Toe Wall for irrigation channel using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer.

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Providing and laying cement concrete for Safety Ladders for irrigation channel using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer.

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Cold twisted deformed(Ribbed/TOR Steel) Bars (Fe 500 grade as per IS 1786:2008), For RCC works i/c bending binding and placing in position complete in all respects

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Centering & Shuttering for faces of walls, partitions, retaining walls, & the like ( vertical or batening including attached pillasters butresses etc when curved)

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Filling Contraction Joint with sealing compound complete in all respect

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Filling expansion joint with Sealing Compound. complete in all respect

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Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect.

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Providing & laying 250 mm wide LDPE Film 150 micron over sleepers

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Making dewatering arrangement by pumping set 4" * 4" (tractor driven)

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Jungle clearance on running canals and branches and drains with discharge above 9 cumecs (Heavy Growth)

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Providing & Fixing Boundary Pillars

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Providing & Fixing Distance Marks

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First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth.

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Dag belling single Kassi stroke minimum 7.5 cm depth.

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PCC 1:4:8 with Stone Ballast 40 mm gauge using concrete mixer volume metric type

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Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc.

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R.C.C. M-20 mechanically batch mixed using batch type concrete mixer as per IS 1791 and vibrated by needle vibrator but excluding steel reinforcement cetnering and shuttering in superstructure

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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

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Plain/Reinforced cement concrete Grade M20 in foundation and plinth complete as per drawing and Technical Specifications

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Plain/Reinforced cement concrete Grade M25 in foundation and plinth complete as per drawing and Technical Specifications

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Providing and laying Shingle/Crushed stone filling jharries in blocks on Level surface Filling stone or spall on level. Supply with filling of 300 mm thick Graded Filter of fine sand below the 300x300x300 CCM-10 blocks as the work should be completed as per PWD specification, department design/drawings and also as per instruction of engineer in charge complete in all respects.

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Providing of hollow bulb seal and fixing in position including preparation of surfaces cpmlete in all respects and to entire satisfaction of engineer-in charge.CR 19(ii)

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MS Spindle with double or triple start threading 11' height 1/3/4 dia. Complete (1.5 to 2.5 ton capacity)

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Providing and fixing in position of flat/wedge type rubber seal cluding preparation of surface complete in all respects and to entire satisfaction of engineer-in charge CR 17(i)

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Providing and fixing in position of flat/wedge seal size 80*12 mm including preparation of surface complete in all respects and to entire satisfaction of engineer-in charge as per sr.no. 20(ii) 80mmx12 th

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Removing, Providing and fixing clamp plate complete in all respects. CR 56

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Providing and fixing stainless steel nuts and bolts of all sizes and length reqd.

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Removing damaged old rubber seal bulb or flat including clamp plates of all sizes and types.

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Repairing of Gates by cutting and straightening including alignment of gates complete in all respect and to entire satisfaction of Engineer-in charge.

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Drilling/boring hole including rimming complete in all respects and to entire satisfaction of engineer-in charge C.R. 2(v) 8mm deep holes, 40-50 mm dia. @rs 5/mm depth

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Fillet welding with high strength steel rods complete in all respects and to entire satisfaction of engineer-in-charge (6mm wide) as per Sr. no. 17(i)

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Painting two coats anticorrosive ordourless black bitumastic paint . As per csr item no. 16.29

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painting two or more coats with anticorrosive bitumastic Paint to give an even shade

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Applying primimg coat with metal primer on new steel or iron work including prepration of surface CSR 16.20

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Scraping brushing to remove paint to base metal surface. As per csr item no. 16.36

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Supply of Multipurpose synthetic Grease as per serial no. 31

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Supply of Multigrade Mobile-oil 10w-40 or 10w-50 c as per sr. no. 32

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Gate wheel assembly complete in all respects and to entire satisfaction of engineer in charge CR 67(ii)

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Miscellaneous minor repairs of Items Such as M.S Flats, ISA, ISMC, ISMB etc. to make gates operational including labour charges. As per serial Number 46

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Plummer block as per list and make SKF, NBC. CR 60

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Zigs and fixture, gas tools and plants, racking and haulage arrangements for replacing damaged and broken parts including carriage and other miscellaneous items complete in all respects to entire satisfactions of engineer in charge. CR 66

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Commissioning and testing of gates at site complete in all respects and to entire satisfaction of engineer-in-charge. As per serial No. 30

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Removing, damaged structural steel and stacking clear from working space by Gas cutting, complete in all respects and to entire satisfaction of Engineer in charge. As per Serial Number 18

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hydraulic mobile CRANE 35 TON CAPACITY. CSR Item No. 2.13

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Providing and fixing of skin plate 1.supply of skin plate@101rs/kg(C.R. 57)

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Overhauling of gate mechanism of all types including dismantling greasing oiling and reinstallation of mechanism in all aspects. CR 69(i)

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1.Supply of ISMC as per A and C slip-4 on CSR-2020 dated 08.10.2021 and AOR of CSR 2020 (page attached)=Rs 64.29/kg 2. Repairing of gates by cutting and strengthning charges including alignments of gates complete in all respects and to entire satisfaction of engineer in charge@ 15rs/kg (CR1)

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CI housing cover with worm and worm wheel assembly,shaft handle GM bust with triple start threading inside for spindle complete including laour charges

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MS Spindle with double or triple start threading 11' height 1/3/4 dia. Complete

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1.Supply of ISRO 40 as per A and C slip-4 on CSR-2020 dated 08.10.2021 and AOR of CSR 2020 (page attached)=Rs 64.29/kg

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Dismantling of spindal hoist central drive unit rope drum rack and pinion and winch machine at site complete in all respects

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providing chequered plate

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supply of skin plate

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fixing of coupling for common shaft with supply of common shaft with supply of spindle shaft coupling rods and cover complete in all respects

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supply and fixing of common shaft duly machined at site complete in all respects abd to entire satisfaction of engineer in charge

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Plummer block as per list and make SKF, NBC. CR 60

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supply of gi pipe/hollow of any size

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providing grease nipple

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removing providing and fixing ss flat complete in all respects

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removing providing and fixing bearing bracket complete in all respects

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providing installation and fixing in position ms hoist assembly/drum hoist machine at site complete in all respects and to entire satisfaction of engineer in charge(ii)

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Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 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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Sand Filling in Foundation Trenches as per Drawing & Technical Specification

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Dressing side slopes and preparation of sub grade for lining

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Dressing bed and preparation of sub grade for lining

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C. Conc. 1:3:6 (M-10) with stone ballast using concrete mixer volume metric type

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C. Conc. 1:2:4 (M-15) with stone ballast using concrete mixer volume metric type

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E/W involved in dismantling O.F, A.P.M. or O.S.M. type outlets (i/c excavation, refilling, consolidation and dressing) with 'H' upto 0.5 m

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E/W involved in constructing new O.F,A.P.M. or O.S.M. type outlets with 'H' upto 0.5 m

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Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e. R.C. Slab and cement Masonry with 'H' upto 0.5 m

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Adjusting A.P.M. to the correct 'Y' and fixing in position

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Extra labour for dressing bricks on O.F. and A.P.M. type outlets with 'H' upto 0.5 m

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Providing A.P.M. CI block complete in all respects i/c supply of pig iron, cating and pattern making as per ISI specifications no 7986-1976

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PCC 1:4:8 with Stone Ballast 40 mm gauge using concrete mixer volume metric type

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First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth.

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R.C.C. M-20 mechanically batch mixed using batch type concrete mixer as per IS 1791 and vibrated by needle vibrator but excluding steel reinforcement cetnering and shuttering in superstructure

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Shuttering for faces of concrete foundations and foundationbeams and plinth beam ( vertical or batening )

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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 (a)0 upto 450m

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(b) 450m upto 1Km (pacca)

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(c) 450m upto 1Km (katcha)

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(d) 1 km to 10 km ( pacca)

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(e) 1 km to 10 km ( katcha)

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Any Other Item.

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