Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil And Construction
Construction Material
Eprocure
Opening Date7 Nov 2024
Closing Soon2 Dec 2024
Tender AmountRefer Documents 
Notes
Download

Costs

  • EMD

    ₹ 5,12,470
  • Document Cost

    ₹ 1,500
  • Tender Fee

    ₹ 5,900

Description

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BOQ Items

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

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

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Cold twisted deformed(Ribbed/TOR Steel) Bars (Fe500 grade as per IS 1786:2008), For RCC works i/c bending binding and placing in position complete inall respects

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

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Filling Contraction Joint with sealing compoundcomplete 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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Excavation in soil (any type) using hydraulic excavatorCK 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 locationswith all lifts and leads. A) disposal/carriage from 0m upto 450m

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b)disposal/carriage from 450m upto 1km (katcha)

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c)disposal/carriage from 450m upto 1km (pucca)

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d)Disposal/carraige for every additional Km upto 10Km (katcha)

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e)Disposal/carraige for every additional Km upto 10Km (pucca)

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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 dressingabove1.5 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 includingdressing 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 soilas directed within a lead of 30 metres.

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

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Dressing of Dowel

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Earth work involved in dismantling outlet "H' upto 0.50 mtr

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Adjusting new APM block in correct ‘y’ and fixing in position

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Dismantling of APM of type outlet involved dismantling cement masonry & RCC slab with ‘H’ upto 0.50 mt

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C.C. 1:4:8 with brick ballast 40 mm gauge

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Brick masonry in 1:4 CSM

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RCC M20 for slab

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Bending binding and placing in position CTD bars Fe 500

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Extra labour for dressing of bricks for outlet with ‘H’ upto 0.50 mt

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Supply of M.S. BOLT WITH NUT WASHER M10

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Supply of BOLT M16 - IS:808

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Supply of FOUNDATION BOLT DIA 16 - IS:2062

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Supply of ISA 50 x 50 x 6 - IS:2062

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Supply of ISA 65 x 65 x 6 - IS:2062

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Supply of ISA 75 x 75 x 8 - IS:2062

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Supply of ISA-35x35x5 - IS:2062

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Supply of ISA-35x35x5 - IS:808

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Supply of ISMB-150 - IS:2062

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Supply of ISMB-200 - IS:808

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Supply of ISMB-200 - IS:2062

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Supply of ISMB-250 - IS:2062

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Supply of ISMC-150 - IS:2062

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Supply of ISMC-150 - IS:808

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Supply of ISMC-150 - IS:1570

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Supply of ISMC-125 - IS:2062

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Supply of PIPE DIA 32 - IS:2062

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Supply of PLATE 10 MM - IS:2062

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Supply of PLATE 12MM - IS:2062

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Supply of PLATE 5 MM - IS:2062

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Supply of PLATE 6 MM - IS:2062

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Supply of PLATE 6 MM - IS:3502 (CHEQUERED PLATE)

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Supply of PLATE 8 MM - IS:2062

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Supply of RETAINER - IS:2062 (16X16X1280)

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Supply of SS BOLT M12 - IS:1570 (SS)/1530

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Supply of SS PLATE 6 MM - IS:1570 (SS)30x10x1470

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Supply of SS PLATE 8 MM - IS:1570

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Supply of SS SCREW - IS:1570 (SS) -

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Providing of SIDE RUBBER hollow bulb seal and fixing in postion including preparation of surface complete in all respects and to entire satisfaction of engineer-in-charge 100/44

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Providing and fixing in postion of BOTTOM flat/wedge seal including preparation of surface complete in all respects and to entire satisfaction of engineer-in-charge 80 mm Ø x 12 mm Th.

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Supply of multipurpose synthetic Hetiv grease

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Supply of multi grade mobile oil.

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Scraping brushing to remove paint to base metal surface.

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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 shades 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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Miscellaneous minor repairs of Items Such as M.S Flats, ISA, ISMC, ISMB etc. to make gates operational including labour charges. (Sr. No.46)

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Fillet welding with high strength steel rods, complete in all respects and to entire satisfaction of engineer-in-charge 6 mm wide

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

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Installation of GATE structure with the help of hydraulic mobile CRANE 35 TON CAPACITY

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Gate ROLLER wheel Assembly complete in all respect to entire satisfaction of engineer-in-charge (ii) 165 MM dia (Sr. No. 67 )

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Drilling/ Boring including Reaming complete in all respects & to entire satisfaction of engineer incharge. (ii) above 10 - 20 mm dia

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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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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/csupply 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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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 batchtype concrete mixer as per IS 1791 and vibrated by needle vibrator but excluding steel reinforcement cetnering and shuttering in superstructure

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Cement concreete 1:3:6 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type

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Dismantling of old lining and brick work in cement sand mortar

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Dismantling of gate leaf with the help 22 of hydraulic mobile CRANE 35 TON CAPACITY

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Overhauling of gate mechanism of all types including dismantling, greasing, oiling and re-installation of mechanism complete in all aspects

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Excavation in soil (any type) using hydraulic excavatorCK 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 60 m

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Extra labour for dressing bricks on O.F. and A.P.M. type outlets with 'H' from 0.5 m to 1.5 m

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