Water Resources Department Tender
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Water Resources Department - WRD Tender
Irrigation Work
Eprocure
Opening Date27 Dec 2024
Closing Date28 Jan 2025
Tender Amount₹ 49,29,65,000
Costs
EMD
₹ 98,59,000Document Cost
₹ 10,000Tender Fee
₹ 2,500
Summary
Rehabilitation Of Different Reaches Of Various Canals Of Amarsingh Sub Branch And Its System Including
Description
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Contact
Tender Id
2024_WRDAS_440441_2Tender No
CE_NIB_03_2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://water.rajasthan.gov.in/wrd
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Documents
BOQ Items
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Earth work excavation in ordinary soil for main canal and branches having discharge 10 cumecs and above;
Kassi work undressed.
180880.55
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Extra on earthwork for laying in 15 to 25 cms layers including Dressing and Watering as per specifications (Water to be made available by the department at one place of work site).
154821.35
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Earthwork excavation for Lip Cutting in ordinary soil for disty. and minors having vertical height above 0.75 m., kassi work including rehandling with dressing of earthwork. (with extra two initial leads)
44623.03
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Compaction of earthwork by mechanically operated Vibro-Compactor/ any other mechanical means to attain a density 95% of Maximum Dry Density.
154821.35
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Dressing of earthwork.
91816.98
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Add extra for earth taken from private land, land to be arranged by the contractor through private negotiations. Item applicable on certification by Ex. En. that no earth is available within canal boundary.
for command area
194470.08
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Rubbing and clearing the surface of existing brick/ tile lining to be used as subgrade both in bed and side slopes by means of wire brushes water/ air applied under pressure through nozzle to get rid of dirt, sand etc. deposited on it, complete in all respect, as per specifications and the instructions of the engineer incharge for preparation of surface.
206300.98
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Carriage of Bats Ballast, Kankar, Sand, Bajri, Stone, Grit, Murram, Soling Stones For Road, Water, Good Earth.
2 KM Katcha
194470.08
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Dismantling of lining and disposing of the material with in 1/2 km lead
double tile lining
138111.7
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Providing and Laying M15 Grade Double PCC Block (30x15x5 Cms.) Lining consisting of ; (i) 5 cm. thick blocks laid in 1:5 Cement Mortar Over 10mm thick cement mortar 1:5 on subgrade (ii) 16mm sandwitch plaster in CM 1:3 over first layer of blocks (iii) second layer of 5 cm. thick block laid in CM 1:3 with 6mm thick CM 1:3 over sandwitch plaster including curing upto completion of lining section as per design and specifications.
On Side Slope including dressing of sides, scafolding and template allowance, Pummping charges of water to lining heading from source and curing upto 28 days.
148789.5
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Providing and Laying M15 Grade Single PCC Block (30x15x5 Cms.) Lining consisting of :- (i) 12mm thick plaster in CM (1:6) on subgrade. (ii) 16mm thick sandwich plaster in CM (1:3) over the plaster at item no. (i) above. (iii) 50mm thick Blocks in CM (1:3) with 6mm thick CM layer including curing upto completion of lining section as per design and specifications.
On Side Slope including dressing of sides, scafolding and template allowance, Pummping charges of water to lining heading from source and curing upto 28 days.
248576.77
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Earthwork in foundations trenches, lift upto 1.5 m. stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15 cm. layers when required into sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 30 m. (For Dowel Earthwork)
In ordinary soil like sandy loam, soft clay etc.
3358.4
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Providing and Laying in position cement concrete for Canal Dowel foundation, including curing, compaction and cost of centering and shuttering in grade M10, 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size.
4209.57
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Providing and Laying in position cement concrete for Canal Dowel, including curing, compaction and cost of centering and shuttering in grade M15, 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size.
9014.4
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Dressing of dowels in addition to payment for dressed earthwork if top width of dowel is less than 1 metre.
55048
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Providing, Laying and spreading of HDPE geomembrane confirming to IS specifications, on sub grade including jointing and cost of jointing material.
7.21.2 HDPE 300 Micron
148789.5
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Item: Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 4: 8 or leaner mix.
2081.18
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Item: Brick work with common burnt clay F.P.S. (Non Modular) bricks of class designation 7.5 in foundation and plinth with Cement mortar 1 : 4 (1 cement : 4 coarse sand)
113.4
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Item: Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :12mm thick .
2464.63
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Item: Supply of informatory reflective sign boards made out of 2 mm thick M.S. sheet, stove enamelled paint as per IRC - 67 (latest revision) fixed on angle iron of size 65 x 65 x 6 mm of 3 m long. 600 x 600 mm size parking sign
14
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Item: S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800)Boundary pillars
510
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Item: S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800) Guide stones
102
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Item: Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202] Dismantling Brick/Tile work In cement mortar
4186.16
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Dressing of bed for preparation of sub-grade for lining including removal of irregularities upto 7.5 cm depth.
9520
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Dressing of side slopes for preparation of sub-grade for lining including removal of irregularities upto 7.5 cm depth.
16585.51
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Providing and Laying M15 Grade Single PCC Block (30x15x5 Cms.) Lining consisting of :- (i) 12mm thick plaster in CM (1:6) on subgrade. (ii) 16mm thick sandwich plaster in CM (1:3) over the plaster at item no. (i) above. (iii) 50mm thick Blocks in CM (1:3) with 6mm thick CM layer including curing upto completion of lining section as per design and specifications.
In Bed including dressing of bed, Pummping charges of water to lining heading from source and curing upto 28 days.
10664.65
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Providing and Laying Brick masonry for Canal Dowel with brick of class designation 100,
in Cement Mortar 1:4
449.44
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Providing Casting machining and assembling of Cast Steel Rollers assembly complete with testing, including cost of all materials as Cast steel Rollers, Stainless steel Eccentric pin/shaft with square cut shape in one end for adjustment, Lock plate, bronze bush, cover plate, nut bolts, machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and two coats of cold applied coal tar epoxy paint, etc., complete as per specifications and approved drawings with all lead and lifts, tools and tackles, including packing and forwarding, transportation charges for structural steel components and other materials.
3350
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Item: Providing Casting machining and assembling of Head stocks assembly with handle complete for operating Tank, canal, barrage, stop dam gates, as per drawing with testing, including cost of all materials as head stock body, GM Nut, Warm wheel, Gear, Bush, Pin, operating handle etc. with machinery, labour, cutting, aligning, welding, finishing, cleaning, painting etc., complete as per specifications and approved drawings with all lead and lifts, including packing and forwarding transportation charges for structural steel components and other materials.
Head Stock Worm and wheel type, single set, 63mm/56mm dia threaded nut (Model WW-90) one tone capacity approx-175 kg weight
3350
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Item: Providing Casting machining and assembling of Head stocks assembly with handle complete for operating Tank, canal, barrage, stop dam gates, as per drawing with testing, including cost of all materials as head stock body, GM Nut, Warm wheel, Gear, Bush, Pin, operating handle etc. with machinery, labour, cutting, aligning, welding, finishing, cleaning, painting etc., complete as per specifications and approved drawings with all lead and lifts, including packing and forwarding transportation charges for structural steel components and other materials.
Head Stock screw jack type 50mm dia. threaded Nut (Model M-75), 0.750 tonne capacity, approx-45 kg weight
3350
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Item: Providing, fabrication, threading (Square and V threading as required), machining, straightening of MS Round bar complete as per drawing with testing, including cost of all materials, with machinery, labour, cutting, aligning, welding, finishing, cleaning etc., complete as per specifications and approved drawings with all lead and lifts, including packing and forwarding transportation charges for structural steel components and other materials
Rate for single start square threading for 63mm dia. round bar without materials
180
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Item: Providing MS Nut Bolts of required size and type, as per specifications with testing, including all lead and lifts, packing and forwarding charges for all components etc. complete.
450
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Providing of Rubber seals as per IS:11855 for Dam sluice, canal, barrage, stop dam etc. gates of required size and type and specifications with testing, including all lead and lifts, packing and forwarding charges for all components etc. complete. 12.30.05 Rubber seal Flat type 75mm x12mm uncladed
740
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Providing of Rubber seals as per IS:11855 for Dam sluice, canal, barrage, stop dam etc. gates of required size and type and specifications with testing, including all lead
and lifts, packing and forwarding charges for all components etc. complete. 12.30.08 Rubber seal Corners musical note type 100mm x44mm x14mm (44mmbulb),Teflon cladded inside bulb or outside bulb 300mm x300mm long ,set of two pieces
725
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Oiling and greasing of Crest radial gates,Vertical Gates and Intake Service well Gates of Dam including all charges of man and material
complete which include applying Cardium compound to wire ropes, oiling and greasing etc complete as per direction of Engineer in- Charge
166
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Labour charges for removal of existing wornout/damaged bottom rubber seal of crest Radial Gates, Vertical Gates and Intake Service Well Gatesof Dam by cutting bolts with gas cutter, providing holes in new rubber seal insertion of sleevs and fixing over gates with nut blots, washer ect including cost ofgas (LPG and Oxygen) cylinder etc complete
385
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Providing and applying one coat of Zinc rich epoxy primer paint (zinc content 85%) of approved quality 40 micron dry film thickness to gates/
embedded parts/ hoist components including cost of all materials, labour, removing rust cleaning surface,scaffolding with all lead and all lifts etc. complete.
166
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Oiling, Greasing work of gate parts like Headstock, Headstock parts, Roller Assembly, Operating Rod, Sealing Frame, Guide Tee with all Labor tools and tackles etc. and Material for vertical lift sliding type/ fix wheel gates excluding cardium compund and gear oil
For gates size up to 1.0 m x 1.0m
6
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Oiling, Greasing work of gate parts like Headstock, Headstock parts, Roller Assembly, Operating Rod, Sealing Frame, Guide Tee with all Labor tools and tackles etc. and Material for vertical lift sliding type/ fix wheel gates excluding cardium compund and gear oil
For gate size above 1 Sqm to 10 Sqm
13
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Providind of Rubber Seals as per IS 11855 for dams, sliuce, canals, barrage ,stop log gates etc of required size and type and specifications with testing, including all lead and lifts, packing and forwording charges for all components etc. complete in all respect
B Rubber Seal Flat type with corner of Size 130mm x 25mm
745
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Providing and filling/ replacing gear oil of approved quality up to the required gauge level forReduction gear unit of hoists/ gantry cranes includingcost of all materials, machinery, labour with all leads and lifts etc. complete.
150
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Brick masonry work in cement mortar 1:3, with mechanical mixer in foundation (at any level) complete, including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1300
2038.25
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Providing and laying Structural Cement concrete (Design mix) for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1000, 1500, 1700 & 2100 including form work at any level. P.C.C. grade M15
566.43
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Providing and Laying Cement pointing (flush or ruled) for Canal Dowel in cement mortar 1:3 on new brick work with Bikaner bajri complete in all respect.
1397.47
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Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305 In ordinary soil Depth upto 3 metre
6999.14
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Providing and laying steel reinforcement at any level including cutting, binding, placing in position and binding complete in Bored/Cast-in-situ piles as per drawing and technical specification as per MoRTH Specification : Section: 1600 TMT/ HYSD Steel reinforcement
8.19
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Providing and laying Expansion Joint complete as per drawing and technical specification With corrugated copper plate, compressible fibre board, pre-moulded joint filter and joint sealing compound as per MoRTH Specfication section 2600 Providing and fixing 20mm thick compressible fibre board in expansion joint complete.
29.6
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Providing and laying Plain cement concrete mix with stone aggregate 20mm nominal size mechnically mixed and vibrated in foundation upto a depth of 1.50 metres below ground level and/or 1.50 metres above ground/bed level as per MoRTH specification : clause 1000, 1500 & 1700. R.C.C. grade M-20 in superstructure upto 4.5 mtr. from ground level excluding cost of steel reinforcement but including the cost of centering & shuttering
1.08
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Structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete.
450
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Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 NP - 3 600 mm dia
145
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Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 NP - 3 450 mm dia
360
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Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered or concrete surface as per MoRTH specification clause 803
321.74
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Earth work in embankement construction, side slopes etc. from already excavated earth in stockpiles including breaking of clods and dressing with all lead and lift but excluding watering and rolling by manual means
1200
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Extra for watering the earth to bring the earth upto required O.M.C excluding rolling
1200
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Extra for rolling to specification with the use of vibratory roller when earth is at suitable moisture content with desired density excluding watering. Field density not less than 95% of maximum dry density (Modified Heavy Proctor test)
1200
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Pointing with cement mortar (1:3 ) on brick work in substructure as per MoRTH Specification: Clause 1312.3
1078.14
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Supplying and fixing tar paper bearing over the pier/ abutment cap as per MoRTH specifiacation including overlap and wastage if any as per the direction of the Engineer in charge
17.6
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Structural Cement concrete (cast in situ/ precast/ PSC) upto a height of 5m for reinforced concrete (Design mix) in superstructure complete including steel formwork, scaffolding etc. as per drawing and technical specification as per MoRTH Specification 1500 & 1700 M 35 grade solid slab superstructure
122.57
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Edging with 2nd class bricks laid dry length wise including excavation refilling,consolidating with and packing and spreading nearby, the surplus earth within lead of 50 metres.
560
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Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.
All kinds of soils
200.08
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Brick work with common burnt clay F.P.S. (Non Modular) bricks of class designation 7.5 in foundation and plinth with Cement mortar 1 : 6 (1 cement : 6 coarse sand)
133.79
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Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in superstructure above plinth level upto floor five level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand)
175.74
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P & F 1st quality Vitrified tiles on floor, skirting and steps etc.in different sizes (thickness to be specified by manufactuer) with water absortion less than 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1 : 4 including grounting the joints with white cement and matching pigment etc complete. size 600 mm X 600 mm
249.97
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Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand) : Flush / Ruled/ Struck or weathered pointing.
619.62
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FORMK WORK Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc.
417.92
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STEEL REINFORCEMENT: Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code)
5906.4
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CAST-IN-SITU CONCRETE: Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix
63.42
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DAMP- PROOF COURSE AND PRECAST COPING Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water- proof compound complete as per specification 50mm thick.
59.6
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Providing and fixing M.S. sheet single leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint M. S. Sheet 22 S.W.G. (0.63 mm thick)
88.83
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Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required : Windows side hung /Ventilators top or centre hung (openable)
55.13
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Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : New work (two or more coats) including a coat of approved steel primer
88.83
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Providing and fixing Square bars or other flat welded to window, ventilatiors etc.
364.92
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P & F G.I. Pipes with G.I. fittings (IS:1239 Mark) & M.S. clamps including cutting and making good the walls and floors :-
(Internal work) Medium Duty Pipes Exposed on wall 15 mm dia nominal bore
180
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P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make: Brass 400 grm,15mm nominal bore.
36
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P & F Stop Cock (IS :8931 Mark), superior quality & of approved make: Brass 400 gm. 15mm nominal bore.
30
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P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : Gun-metal 15mm nominal bore.
18
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P. & F Squatting Pan (Indian type) white glazed vitreous china 1st quality W.C. Pan (IS : 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor (excluding the pair of foot rest.) Size 510 mm
12
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P & F WVC Foot- rest (IS : 2556 Mark) including cutting and making good the floor. Size 250x125x25 mm
12
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P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556mark). Of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball, (IS: 1703 mark) complete including cutting and making good the wall: PVC with PVC bend as per IS : 7231
12
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P&F rigid PVC Pipe (IS:4985 mark) class II (4 Kg /Cm2) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia
150
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P&F rigid PVC Pipe (IS:4985 mark) class II (4 Kg /Cm2) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 75 mm dia
90
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P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: Reducer 110 X 75 mm 110mm dia
6
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P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: Plain Tee 110mm dia
6
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P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: Bend 87.50 110mm dia
12
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P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant:Socket plug 110mm dia
12
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P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: W.C. connector bent type 110mm dia
6
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Construction of Soakage well in all types of soil of approved drawing, top 90 Cm .Portion in 450mm thick masonry with CM 1:6, 80 mm thick stone slab covering, jointing of slab in CM 1:3
,Ralthal, kharanja 40mm thick M-15 grade C.C flooring, earth work etc . complete including disposal of surplus earth within a lead of 50 mtr . Inner dia 90 Cm & 10 to 12 Mtr deep.
6
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P & F PVC Storage Tank (IS:12701 marked indicating the BIS license No.) of approved make with cover, 25 mm dia 1 M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including placing on terrace (at all floors), making connection etc. complete of approved design. 1000 Litre capacity
6
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Short point (up to 3 mtr.) Group 1
126
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Long point (up to 10 mtr..) Group 1
24
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Medium point (up to 6 mtr.) Group 1
30
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6 x 2.5 sq.mm Group 2
120
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3 x 4 sq. mm., Group 1
120
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40 A to 63 A rating Group 3
12
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40 A 63 A rating Group 1
6
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S and Laying following size earth wire/strip in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required. 50mm x 6mm copper Complete Rate
24
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Making of hole in wall of required size for housing exhaust fan and making good the same, with cement plaster as required of following size:
170102 more than 457 mm and up to 610 mmbr170102.1 Labour Rate
48
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Fixing of fresh air fan/exhaust fan up to size of 300 mm on ply/ poly board of 6.0 mm in existing window frame including cutting of hole in ply. Nut bolts etc. as required. Labour Rate
48
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P and F of Gravity Louver shutter of superior quality made out of frame of 18 swg M.S. sheet and Louvers made from 24 swg MS Sheet with enamel paint including cost of nuts, bolts, etc as reqd.
Up to 380 mm size above 380 mm size Group - 1
30
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Earth work excavation in ordinary soil for distributaries and minors having discharge less than 10 cumecs;
Kassi work undressed.
14399.11
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Earthwork excavation for Lip Cutting in ordinary soil for disty. and minors having vertical height upto 0.75 m., kassi work including rehandling with dressing of earthwork.
2312.12
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Extra charge for water spray on sub-grade of canal in bed and side slopes before laying plain concrete/ brick/ tile lining.
7294
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Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/ Bed level as per MoRTH Specification : Clause 1000, 1500 & 1700 P.C.C. 1:3:6 mix with crushed stone aggregate 20 mm nominal size.
4.12
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Providing and laying first class brick masonry work (minimum 10.5 MPa) up to a depth of1.50 meters below ground and above 1.50m from Bed/ground level complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1300 Cement mortar 1:4 (1 cement : 4 coarse sand)
37.04
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Supply and fixing in position of APM blocks made of CI as per standard specification with adjustable arrangement and required fixtures including transportation to site second stage concreting in (CC 1:2:4 ) centering ,shuttering, painting with red oxide finishing etc complete in all respect cost of APM Block (all size) per block.
2
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Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202] Concrete Prestressed/ reinforced Cement Concrete grade M-20 & above (By Mechanical means)
23.04
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Providing laying spreading and compacting specified graded sand, gravel (crushed graded stone material ) as per Table 400-1, 400-2 or any other coarse material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete. [MoRTH specification : Clause 401]. By mechanical means with all lead For Grading II Material
372
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Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-9 & 400-10 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404 & 112] (by manual means) with all leads (compacted thickness as specified to be measured) Using Stone Screening Grading no.1 (63-45mm) crusher broken with stone screening Type B
99
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Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-9 & 400-10 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404 & 112] (by manual means) with all leads (compacted thickness as specified to be measured) Using Stone Screening Grading no. 2 (53-22.4 mm) crusher broken with stone screening Type B
99
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BITUMINOUS MACADAM & CONCRETE Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate as per table 500-6 & 500-7, for base/binder course including loading of aggregates with F.E. loader and heating and mixing of stone aggregate and bitumen (including cost of antistripping compound wherever required) in hot mix plant 40-60 TPH, transporting the mixed material in tipper to paver and laying mixed material with sensor paver finisher to the required level and grade, rolling by power roller & vibratory compactor to achieve the desired density (as per job mix formula approved by the department) excluding cost of primer /tack coat [MoRTH Specification : Clause 504 &112] with all lead.
For grading-1 (layer thickness 80-100mm) using 40mm maximum Nominal size aggregate as per Table 500-7 and minimum 3.30% bitumen by wt. of mix using bitumen grade VG-30
30
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PRIMER COAT AND TACK COAT Providing and applying tack coat with bitumen grade (VG-10) on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503 & 112
1000
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PREMIX CARPET Providing and laying open graded premix surfacing/ carpet 20mm thick (compacted) on prepared surface in a single course as wearing course, aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm. and aggregates in Hot Mix Plant (including cost of antistripping compound , wherever required), transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller 8-10 tonne but excluding cost of tack and seal coat with all lead for mix material. (MoRTH Specification : Clause 510 &112) In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader and laying with paver finisher (By mechanical means). b) with bitumen VG-30
800
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PREMIX CARPET Providing and applying premixed seal coat type "B" comprising of thin application of fine aggregate (0.06 Cum. per 10 Sqm) premix with 6.8 Kg. per 10 sqm bitumen binder (including cost of antistripping compound, wherever required) in hot mix plant and laying and rolling with power roller 8-10 tonne including all lead of mix material [MORTH Specification : Clause 511] In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader and laying with paver finisher (By mechanical means). b) with bitumen VG-30
800
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PRIMER COAT AND TACK COAT Providing and applying primer coat over prepared surface or granular base with bitumen emulsion (SS-1) as per IS: 8887 & manufacturer’s specifications @ 7 kg /10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause 502 & 112
1200
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