Uttarakhand Project Development And Construction Corporation Limited Tender
View complete overview of Uttarakhand UPDCC Tender
Uttarakhand Project Development And Construction Corporation Limited - UPDCC Tender
Civil And Construction
Bridge Construction
Road Construction
Eprocure
Opening Date28 May 2024
Closing Date15 Jun 2024
Tender Amount₹ 44,87,66,075
Costs
EMD
₹ 69,88,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Summary
Construction Of Two Lane Approach Road From Dwara Bridge (maldevta) To Dam Site (reach 0.300 To 10.300 Km) And Two Lane 60m Span Steel Bridge At Dwara (
Description
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Contact
Tender Id
2024_UPDC4_71884_1Bid Award Id
ViewTender No
01/DGM-II/PIU SONG DAM/2024-25Tender Authority
Uttarakhand Project Development And Construction Corporation Limited ViewPurchaser Address
-Website
http://uktenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Excavation in Hilly Areas in Hard Rock requiring blasting
Excavation in hilly areas in hard rock requiring blasting, by mechanical means without using Dozer , lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2
61422.15
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Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
17534.16
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Disposal of exvacated material obtained from hill side cutting including loading and disposal up to 1000 M lead as directed by Engineer-in-charge and as per MORD specifications Clause 302.3.11
135000
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PROTECTION WORK :
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Excavation for Structures:- Excavation in foundation for cross drainage structures, Retaining walls, brest walls, breast walls and other similar structure in all types of soils and rocks as met at site with all leads, lift and disposal of surplus earth as directed by Engineer - in - Charge also including supply of all materials, labour, T&P etc required for proper completion of work.
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For R/W and B/W
3788.42
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Construction of R. R . stone masonary in cement mortar 1:5 including supply of all materials, labour, t&p & royaltyetc, required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clause 700 &1604.
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For Ratining wall and Brest wall wall (bended wall)
4656.77
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Random rubble stone masonry for structures laid dry by locally available approved stone ncluding supply of all materials, labour, T&P etc required for proper completion of work as per Drawing and MORD specification for , retaining walls, brest walls & other smimilar structures etc as per direction of Engineer-in-charge..
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For R/W and B/W
3004.78
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HP stone filling in back of walls including supply of all material, labour, T&P etc. required for proper completion of the work.
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For R/W and B/W
1295.03
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Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm,mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions)
949
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Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction
1314
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Providing and fixing of. Edge Stones 12cm x 12cm x 60cm size precast in M15 cement concrete with 4 nos. 8 mm dia HYSD vertical bars and 3 nos 6mm dia MS bar stirrups as per approved drawing including two coat white washing on valley side of formation.
3944
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Construction of Parapet With C.C. Base 410 Nos.
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Providing and laying of concrete for plain/reinforced concrete in open foundations for structures including supply of all materials, labour,t&p&royalty etc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clause 800 , 1202 & 1203 for P.C.C grade M 10.
57.6
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Cement plum masonry with 40% plum & 60% 1:3:6 cement concrete including cu.m supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications)Parapet
264.6
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DRAINAGE WORK
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(SIDE DRAIN) Construction of unlined surface drains (trapezoidal) of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
6338
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Construction of Hill side Pucca KC Drain in accordance with the requirement of specification true to line and drades dimensions and other particulars as per Drawing including all material labour T&P etc required for proper completion of the work as directed by Engineer in charge.
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Excavatin of foundation as per item no.3
872.69
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RR stone Masonry 1:5 as per item no.4
594.85
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Plaster in 1:4 Cement sand mix as per item no. 9('C)
2938.65
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CROSS DRAINAGE WORK Construction of 1 m span scupper of RR 1: 5 abutment ,RCC slab as per attached drawing including supply of all material, labour, T&P etc. required for proper completion of the work. C/O 1 m span culvert withC.C. base .(SCUPPER)
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Excavation for Structures:- Excavation in foundation for structures in all types of soils and rocks including lead, lift and disposal of surplus material as directed by Engineer-in-charge and MORD specification clause 305.
3298.34
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Providing and laying of concrete for plain/reinforced concrete in open foundations for structures including supply of all materials, labour,t&p&royalty etc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clause 800 , 1202 & 1203 for P.C.C grade M 10.
261.86
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Construction of R. R . stone masonary in cement mortar 1:5 including supply of all materials, labour, t&p & royaltyetc, required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clause 700 &1604.
1094.94
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Providing and laying of concrete for plain/reinforced concrete for substructures including supply of all materials, labour,t&p&royalty etc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clause 800 for R.C.C grade M 25.
165.45
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Supplying, cutting , and placing of HYSD bar reinforcement in superstructure complete (IS1786:2008 clause no. 1.6) Steel shall not be from rerolling plants and shall conform to relevent IS Code including supply of all materials, labour,t&p&royalty etc,required for proper completion of work as directed by Engineer-in-charge as per MORD specification no. 1000 (Culvert, Bridge, Causeway, Scupper etc.)
159.6
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Providing and laying of plain cement concrete for structures including supply of all materials, labour, t&p, shuttering, centering , royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD SpecificationClause 800 for P.C.C grade M 20.
17.33
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Random rubble stone masonry for structures laid dry by locally available approved stone ncluding supply of all materials, labour, T&P etc required for proper completion of work as per Drawing and MORD specification for , retaining walls, brest walls & other smimilar structures etc as per direction of Engineer-in-charge..
864.11
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
1320
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HP stone filling:- HP stone filling in back of structures including supply of all material, labour, T&P etc. required for proper completion as directed by Engineer-in-charge and MORD specification clause 1604.7.
478
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CROSS DRAINAGE WORK - Construction of Culvert
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Excavation for Structures:- Excavation in foundation for structures in all types of soils and rocks including lead, lift and disposal of surplus material as directed by Engineer-in-charge and MORD specification clause 305.
2210.19
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Providing and laying of concrete for plain/reinforced concrete in open foundations for structures including supply of all materials, labour,t&p&royalty etc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clause 800 , 1202 & 1203 for P.C.C grade M 10.
110.52
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Providing and laying of concrete for plain/reinforced concrete in Sub structure for structures including supply of all materials, labour,t&p&royalty etc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clause 802, 804, 805, 806, 807, 1202 ans 1204 for P.C.C grade M 15.
3234.96
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HP stone filling:- HP stone filling in back of structures including supply of all material, labour, T&P etc. required for proper completion as directed by Engineer-in-charge and MORD specification clause 1604.7.
1018.5
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Providing and laying of concrete for plain/reinforced concrete for super structures including supply of all materials, labour,t&p&royalty etc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clause 800 for R.C.C grade M 30.
171.36
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
24.86
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Supplying, cutting , and placing of HYSD bar reinforcement in superstructure complete (IS1786:2008 clause no. 1.6) Steel shall not be from rerolling plants and shall conform to relevent IS Code including supply of all materials, labour,t&p&royalty etc,required for proper completion of work as directed by Engineer-in-charge as per MORD specification no. 1000 (Culvert, Bridge, Causeway, Scupper etc.)
108.34
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Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2
56
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Drainage spouts complete as per drawing and technical specifications Clause 1209
14
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EARTHAN SHOULDERS SUPER ELEVALATION.
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Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5. (Sub grade preparation Pattri filling)
10976
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Random Rubble stone masonary in Coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications)
3009
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Making of Super Elevation:- Excavation of cutting in soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embank ment site with a lift upto 1.50 m and lead upto 50 m as per Technical Specification Clouse 302.3 ( Making of Super Elevation )
12642
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PAVEMENT WORK
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Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical (Using naturally occuring gravelSpecification Clause 408. (Using naturally occuring gravel, Local GSB)
16612.75
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WBM Grading 1-Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, crushable stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Mechanical Means
8198.65
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WBM Grading 2-Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, crushable stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Mechanical Means
6069.13
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WBM Grading 3-Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, crushable stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means
5988.28
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Prime Coat-Low porosity :- Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
79869
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Tack Coat- Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
152388
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Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects
5990.18
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Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates ofspecified grading,premixed withbituminous binder @ 4.5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher withsensor controlto therequired grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects
3194.76
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Road Furniture
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Providing and fixing of kilometer stone as per standard drawing made of precast R:C:C 1:2:4 fixed with C.C 1:3:6 including excavation of pit, painting and printing letters on kilometer stone with two coat of approved synthetic enamel paint of approved .
10
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Same as above item No. but for Hectometer stone
41
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Same as above item No. but for 5th Km. stone
2
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2
10
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Semi-Reflective Traffic signs Direction and place identification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
3.6
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Semi-Reflective Traffic signs Direction and place identification signs more than 0.90 sqm sign board Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
10
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Road Studs / Cat Eye: Providing and fixing Bi-directional Road Studs (Cat Eye) / Reflective Pavement Marker (RPM) with single body twin shank and plastic body moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (Hi-impact Polystyrene) or ABS (Acrylonitrile Butadiene Styrene) or any other suitablematerialapproved byEngineer incharge (Marker must supporta load of13635 kg tested in accordance with ASTM D 4280 and Reflective lenses conforming to ASTM D 788 or equivalent) bonded or anchored within the road surface for lane marking and delineation for night time visibility as per Clause No. 1707 of MORD and 804 of MORTH specifications. The RPM must have reflective panels with micro prismatic lens where area of each retro reflective surface shall not be less than
1000
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Road Delineators / Vertical Guide Posts: Supply andfixingof MSdelineators 1000mm long, having a diameter of 75 mm and thickness 4mm and having atleast 3 different colour strips of 75 mm wide Type IV retroreflective tape around the black painted pole attached with 150 mm x 25 mm x 6 mm MS flats welded atbottom to be fixed in M15 concrete base as directed by the Engineer in Charge as per IRC: 79 (Recommended Practice for Road Delineators) and Clause no. 806 of MORTH specifications.
500
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Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
2020
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AFP (Aluminum-backed flexible prismatic sheeting) Hazard Marker: Providing and fixing Aluminum-backed flexible prismatic sheeting consisting of Yellow colored flexible prismatic sheeting with non-metallic prismatic lens as retro reflective elements and conforming to ASTM D 4956-09 Type VI specification values for reboundable sheeting. AFP sheeting shall be of 1ft width and laminated at the back with a 50 micron thick Aluminum (Al) foil with pressure sensitive adhesive and liner. AFP sheeting shall have screen printed arrow/slant line pattern in black color on top & shallnot crack when testedfor flexibility as persection S2.2.2of ASTM D 4956-09. The AFP sheeting shall be applied with a neoprene contact adhesive with Polychloroprene as base & the edges of the product shall be sealed all around with a two-part epoxy based structural adhesive and shall be extremely resistant to peel-off & product specification shall confirm to IRC Accreditation.
30
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Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 ( if Concrete Required for Vertical post Fixing will be paid extra)
700
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Job 2 :Construction of 60 M Span Steel Girder Bridge
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HILL SIDE CUTTING
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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. (i) Ordinary rock (not requiring blasting) by Mechanical Means
2272.67
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications, PCC Grade M30, Using Batching Plant, Transit Mixer and Concrete Pump
116.21
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(i) RCC Grade M35, using Batching Plant, Transit Mixer and Concrete Pump
430.18
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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
43.02
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications, RCC Grade M35, Height upto 5m, With Batching Plant, Transit Mixer and Concrete Pump
239.34
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications, RCC Grade M35, Height 5m to 10m, With Batching Plant, Transit Mixer and Concrete Pump
196.84
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications, RCC Grade M35, Height 10m and above, With Batching Plant, Transit Mixer and Concrete Pum
124.9
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
81.63
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification, PSC Grade M-40, For solid slab super-structure, Height above 10m
194.07
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
38.7
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Modular Strip / Box Seal Joint (Providing and laying of a modular strip box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm, complete as per approved drawings and standard specifications to be installed manufacturer/supplier or their authorised by representative ensuring compliance to manufacturer's instructions for installation.)
24.4
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Drainage spouts complete as per drawing and technical specifications Clause 1209
26
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Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control)
101.48
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Back filling behind abutment, wing wall and return wall (using granular material).
1661.4
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete per as drawing and Technical specifications, Note: 1. In case of stone masonry, the size of the weep hole shall be 150 mm x 80 mm or circular with 150mm diameter.
2. For structure in stone masonry, the weep holes shall be deemed to be included in the item of stone masonry work and shall not be paid separately
268
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
274.32
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Reinforced cement concrete (M-30) approach slab including formwork but excluding reinforcement steel, complete as per drawing and Technical specification
31.59
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Supply and fabrication of steel truss bridge as per detailed drawing attached including supply of all structural steel confirming IS 226 - 1969 required for proper completion of the bridge including ground errection of the bridge and one coat of approved quality anticirrosive (red oxide) paint of confirmingand also including supply and fixing of shop rivets required as per drawing, required equipment shall be arranged by the contractor at his own cost which shall be taken back by the contractor after satisfactory execution of the job, the rates shall include ground errection in the workshop and its dismentling after inspection, approval and removing defects, match marking of all parts, numbering and proper stacking in the premises of workshop before cartage to site of work. The work shall be executed in accordance to IS-1915. The rates shall include cost of all material, its wastage, cutting, bending if required, welding, making holes, shop riveting, labour, T&P etc. required for proper completion of the work.
234.1
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Erection of Steel Truss (Girder) Bridge as per drawing with required camber including cartage of fabricated parts from the place of stack near site including submission of launching plan by the contractor, (duly weighted by a recognised reputable institution / consultant if required) and approved by the engineer-in-charge. Service bolts to used shall be of GKW make or any other as approved by engineer-in-charge, including cost of all labor, T&P, equipments and consumables required for proper completion of the work as per MORTH specification no. 1905 and as per directions of the engineer-in-charge.
234.1
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Supplying and fixing of 24 mm dia high friction grip bolts nut and washers confirming to the latest IS Code including all labour, material, riveting gun, T&P etc. required for proper completion of the work.
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(i) length of bolt 120mm
7900
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(ii) length of bolt 80mm
1100
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Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications. (for 60m span bridge)
934
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Providing and applying two coats of readymix paint of approved brand on steel suface after through cleaning of surface to give an even.
4907
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Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.)
1738.61
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Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular mechanical broom.
1738.61
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Subhead III Aproaches
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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. (i) Ordinary rock (not requiring blasting) by Mechanical Means
3494.63
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PCC 1:3:6 in foundation (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.)
280.18
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Plain/Reinforced cement concrete foundation complete as per drawing and in open technical specifications, RCC Grade M25, using concrete mixer
1336.45
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications, RCC Grade M25, Height 5m to 10m, using concrete mixer
1792.3
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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
129.14
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
164.54
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Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per specifications drawing and Technical specifications.
Note: 1. In case of stone masonry, the size of the weep hole shall be 150 mm x 80 mm or circular with 150 mm diameter.
2. For structure in stone masonry, the weep holes shall be deemed to be included in the item of stone masonry work and shall not be paid separately.
1571.25
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Construction of Embankment with Material Deposited from Roadway Cutting (Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)
12309.11
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Embankment Construction with Material Obtained from Borrow Pits
(Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting requirement of table 300-2).
5111.26
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By Mix in Place Method
(Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)
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For grading- I Material
241.63
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For grading- II Material
302.04
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Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)
1132.65
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Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned withmechanical broom.
1132.65
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Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.) for Gradingll(19 mm nominal size)
67.96
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Semi- Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects), for Gradingll (10 mm nominal size)
45.31
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Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) Using Concrete Mixer.
302.04
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Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60cm equilateral triangle.
4
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Type-A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)
302.04
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