Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date4 Mar 2019
Closing Date10 May 2019
Tender Amount₹ 23,20,77,116
Costs
EMD
₹ 10,12,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_PWDRB_21863_1Bid Award Id
ViewTender No
04/2018-19/package No-23BTender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
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Documents
BOQ Items
c) Beyond 5.0 m depth metre
128.3
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Excavation for Structures 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. as per relevant clauses of section 300 & 2100 in
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Ordinary Soil
-
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Mechanical Means
-
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upto 3 m depth .
6486.73
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3 m to 6 m depth .
2032.9
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above 6.00 m depth
1046.23
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Ordinary Rock( not requiring Blasting)
-
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Mechanical Means
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upto 3 m depth .
614.83
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3 m to 6 m depth
556.18
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above 6.00 m depth
580.37
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Hard rock ( blasting prohibited )
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Mechanical Means
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upto 3 m depth .
47.11
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3 m to 6 m depth
581.55
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above 6.00 m depth
696.26
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Add extra as follows in the rates of the above items if dewatering is resorted to
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soil
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upto 3 m depth .(50 % extra)
1359.15
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upto 3 m depth .(50 % extra)
626.78
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3 m to 6 m depth . (75 % extra)
710.37
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3 m to 6 m depth . (75 % extra)
166.19
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above 6.00 m depth ( 100% extra)
764.56
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above 6.00 m depth ( 100% extra)
321.31
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upto 3 m depth .(50 % extra)
225.45
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upto 3 m depth .(50 % extra)
14.55
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beyond 3 m to 6 m depth .( 75% extra)
644.39
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beyond 3 m to 6 m depth .( 75% extra)
557.71
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above 6.00 m depth ( 100% extra)
580.37
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above 6.00 m depth ( 100% extra)
306.455
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Dewatering in Hard Rock
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upto 3 m depth .(50 % extra)
194.4
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beyond 3 m to 6 m depth .( 75% extra)
481.31
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above 6.00 m depth ( 100% extra)
548.97
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Providing Plain cement concrete M-15 nominal mix in foundation as per relevant clauses of sections 1500, 1700 and 2100.
410.81
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Provdiing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with .
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PCC Grade M15 .
1072.39
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RCC Grade M-25
685.93
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RCC Grade M-30
2355.33
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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of section 1600.
456.19
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Providing & Filling Annular Space Around Footing in Rock with Lean cement concrete M-15 nominal mix in foundation with crushed stone aggregate 40 mm nominal size and as per relevant clauses of
417.32
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sections 1500, 1700 and 2100.
84.34
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
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RCC Grade M-25
523.08
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RCC Grade M-30
1649.37
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Supplying, fitting and placing HYSD bar reinforcement in sub- structure complete as per drawing and technical specifications and as per relevant clause of section 1600.
325.86
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC/PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
350
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification and as per relevant clauses 305 of specifications and as per appendix 6 of IRC-78.
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A Granular material
7796.69
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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.
129.565
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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
977600
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Furnishing and Placing Reinforced/Prestressed cement concrete in superstructure as per drawing and Technical Specification and as per relevant clauses of sections 1500, 1700 and 2300 in
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RCC Grade M30
3057.11
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Reinforced cement concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road ,approaches to bridge structure & medians constructed with M-20 Grade concrete with HYSD reinfocement confirming to IRC 21 & DOWEL BARS 25 mm dia ,450 mm long at expansion joint filled with premoulded ashfalt filler board, keyed to the structure on wich it is built & instatted as per design given in the enclouser to MOST circular no. RW /NH-33022/1/94-DOIII dtd 24 june 1994 as per diementation in the approved Drg.& at location Directed by the Engineer,all as specified.
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M-20 Grade Concrete
814
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Supplying, fitting and placing HYSD bar reinforcement in super- structure complete as per drawing and technical specifications as per relevant clauses of section 1600
598.68
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Drainage Spouts complete as per drawing and Technical specification and as per clause 2705 of specifications.
108
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant clauses of section 1700.
62.46
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Reinforced cement concrete approach slab (Gard of concrere M 30) including reinforcement and formwork complete as per drawing andTechnical specification and as per relevant clauses of section 1500,1600, 1700 and clause 2704 of specifications.
194.7
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Strip Seal Expansion Joint Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
225.6
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications and as per relevant clauses of sections 1500, 1700 and Clause 2702 of specifications..
333.12
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Testing of span of bridge for deflection due to live load with platforms for loading arrangements apparatus for meaurement including unloading etc. complete as per approved drawing.
385
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Providing and fixing in position Marble Plates of size 0.9 m. x 1.2 m. with inscribed details as per detailed drawings.
12
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Providing and fixing in position Marble Plates of size 0.9 m. x 1.2 m. with inscribed details as per detailed drawings.
4
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Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.
555.81
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Filler joint
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Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification.
60
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Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical
Specification.
236.4
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Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
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In Area of Light Jungle.
0.68
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Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification.
495.88
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Embankment Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300
59402.11
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Construction of Embankment with Material Deposited from Roadway Cutting Construction of embankment with approved materials CBR5 deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300.
495.88
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Crusher Run Macadam Sub Base/Base Course Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of specifications.
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For 37.5 mm maximum size.
3530.5
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Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications
2180.24
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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 0.75 kg/sqm using mechanical means as per clause 502 of specifications. sqm 40.00
5652.5
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Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous / granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications
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(ii)@0.30 kg per sqm (dry & hungry bituminous surfaces /granular surfaces treated with primer
5652.5
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.@. 0.40 kg per sqm (Non-bituminous surfaces) granular base not primed.
3299
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Dense Graded Bituminous Macadam Providing and laying dense bituminous macadam 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 clause 505 of specification complete in all respectsa)
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Using batch mix plant of appropriate capacity and paver finisher Hydraustatic with sensor.
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for Grading I ( 40 mm nominal size )
287.1
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for Grading I ( 40 mm nominal size )
189.13
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Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 clause 507 of specification.
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Using batch mix plant of appropriate capacity and paver finisher Hydraustatic with sensor.
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for Grading-II ( 30-45 mm thickness ) with 60/70 bitumen (VG-30)
113.5
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for Grading-II ( 30-45 mm thickness ) with 60/70 bitumen (VG-30)
162.37
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Construction of Shoulder's with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100 kN static weight to meet requirement as per relevant clause of 400.
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Hard Shoulders (CBR value 12) .
4809.81
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Metal Beam Crash Barrier 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 with 1.10 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811)
900
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Direction and Place Identification signs with size more than 0.9 sqm size board. Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2010 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M15 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts.
3.6
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Direction and Place Identification signs with size more than 0.9 sqm size board. Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2010 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro
Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized
transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M15 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts.
1.8
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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 Grade-I marking paint concrete surface (cold applied reflective 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.
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(ii) Up to 10 cm in width
174.41
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification .
1269.81
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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
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Stone/Boulder
1934.24
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Cement Concrete blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M15
376.995
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Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres.
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B Cement Concrete Grade M-15 & M-20
1461.99
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Laying Reinforced Cement Concrete Pipe NP 4 /prestrssed concrete pipe on first class bedding in double row. Providing and Laying Reinforced cement concrete pipe NP4 /prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets
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A 1000 mm dia
50
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