Public Works Department Tender
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Public Works Department - PWD Tender
Opening Date13 Aug 2018
Closing Date11 Sep 2018
Tender Amount₹ 29,99,71,000
Costs
EMD
₹ 15,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
PWD/TENDER NO -57592-Package-16A IITender No
PWD/TENDER NO -57592-Package-16A IITender Authority
Public Works Department ViewPurchaser Address
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Documents
BOQ Items
Beyond 5.0 m depth
225.09
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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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Depth upto 3 m
7818.27
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3 m to 6 m depth
3199.77
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Above 6 m depth
3998.5
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Ordinary rock (not requiring blasting)
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Mechanical Means
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Depth upto 3 m
66.4
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3 m to 6 m depth
160.33
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Above 6 m depth
1137.68
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Hard rock (requiring blasting) Manual Means
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Hard rock ( blasting prohibited) Mechanical Means
1236
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Add extra as follows in the rates of the above items if dewatering is resorted to
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Ordinary soil
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Mechanical Means
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upto 3 m. depth (50%)
1497.82
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3 m. to 6 m. depth (75%)
1306.5
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Depth Above 6 m (100%)
1682.23
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Ordinary rock (not requiring blasting)
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Mechanical Means
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upto 3 m. depth (50%)
66.4
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3 m. to 6 m. depth (75%)
67.9
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Depth Above 6 m (100%)
1137.68
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Hard rock (requiring blasting) Manual Means
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Hard rock ( blasting prohibited) Mechanical Means
894.39
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Providing Plain cement concrete M-15 nominal mix in foundation as per relevant clauses of sections 1500, 1700 and 2100.
219.71
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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 sections 1500, 1700 and 2100.
1035.3
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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 M-15
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RCC Grade M-25
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RCC Grade M-30
1593.78
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RCC Grade M-35
1894.3
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Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing as per section 1200 & 1900.
48.95
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Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all liftsand lead upto 1000 m. (Pile diameter-1200 mm)as per specification 1100, 1600 and 1700.
308.05
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Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
700
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Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification and as per relevant clauses of sections 1100, 1500 & 1700.
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RCC Grade M30
324.45
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Levelling course for Pile cap PCC in M-15 below Pile cap as per drawing and as per section 1100 and 1700.
12.53
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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
454.84
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Providing and laying 1.5 m deep in rock and 1.5 m above rock 25mm dia tor steel dowel bar in foundation including drilling 65mm dia bore hole in rock necessary bending, hooking tying reinforcement in position and grouting etc. complete as per drawing and specifications.
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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-30
2547.9
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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
300.52
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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
250
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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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Granular material
4670.59
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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.
748.16
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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.
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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 Specification.
1747200
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Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.
9600
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super -structure as per drawing and Technical Specification and as per relevant clauses of sections 1500, 1700 and 2300 in
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RCC Grade M-30
1197.16
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RCC/PSC Grade M35
5438.04
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a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications as per relevant clauses of section 1600.
885.7
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High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications and as per relevant clauses of section 1800.
115.5
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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..
591.43
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Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications and as per relevant clauses of sections 1500, 1600, 1700 and clause 2703 of specifications (as per MoST specification drawing SD/201 or SD/304)
903.2
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Drainage Spouts complete as per drawing and Technical specification and as per clause 2705 of specifications.
274
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PCC M-15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant clauses of section 1700.
20.66
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification and as per relevant clauses of section 1500, 1600, 1700 and clause 2704 of specifications.
72
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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.
560
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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.
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Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
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Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
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Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.
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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.
230.4
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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.
269.5
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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 and erecting 40mm dia steel pipe (medium weight) railing in 3 rows on steel channel ISMC-100mmx50mm and 0.95 in height and fixed at 1.8m. center to center and duly painted etc.complete as per standard drawing No.STD-33R, dtd.11.05.1987 of MP Rajya Setu Nirman Nigam Bhopal.
50
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Clearing and grubbing road land including uprooting rank vegetation, grass bushes, shrubs, shrubs, saplings and trees grith up to 300mm, removal o stumps of trees cut earlier and disposal of unservicble materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres
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In area of Light Jungle
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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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Rubble stone masonry in cement mortar.
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Cement Concrete Grade M-15 & M-20
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Prestressed / Reinforced cement concrete grade M-20 & above
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Excavation in Soil by Manual Means
Excavation for roadway in soil including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres as per clauses of section-300.
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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.
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Scarifying existing bituminous surface to a depth of 50 mm by mechanical means Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.
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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.
171227.52
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Construction of Embankment with Material Deposited from Roadway
Cutting Construction of embankment with approved materials CBR7 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.
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Granular Sub-base with Well Graded Material (CBR30 or more) (Table:- 400-1 & Table 400-2) Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification.
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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.
3241.35
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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 53 mm maximum size
1148.4
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For 37.5 mm maximum size
2658
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Construction of Shoulders 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 elevant clause of 400.
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Hard Shoulders (CBR value12)
3484.13
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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.
14406
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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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.@0.30 kg per sqm (dry & hungry bituminous surfaces/granular surfaces treated with primer)
2800
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Providing and applying tack coat with low viscosity bitumen of VG 10 grade using bitumen pressure sprayer on the prepared bituminous /granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.
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.@ 0.30 kg per sqm (dry & hungry bituminous surfaces /granular surfaces treated with primer)
11606
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Bituminous Macadam
Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per clause 504 of specifications.
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Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor.
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for GradingII(19 mm nominal size) bitumen content 3.5%
223.3
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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 respects.
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Using Batd. mix Plant of appropriate capacity and Paver Finisher Hydrostatic with Sensor control.
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for Grading I(40 mm nominal size )
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for Grading-II (19 mm nominal size)
481.6
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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 control.
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for Grading-I (50-65 mm thickness) with 60/70 bitumen (VG-30)
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for Grading I (50-65 mm thickness) with CRBM-60
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for Grading-II (30-45 mm thickness) with 60/70 bitumen(VG-30)
602.98
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for Grading II (30-45 mm thickness) with CRBM-60
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Dry Lean Cement Concrete Sub- base
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect.
28.5
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Cement Concrete Pavement
Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-30 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of specifications complete but excluding cost of steel in dowel bar and tie rods etc.
85.5
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Add extra in Item No.6.3, 6.4, 6.6 & 6.10 above for the cost of steel in dowel bar and tie rod including craddle, laps etc. Complete required as per design.
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Tor steel
0.5
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Retro- reflectorised Traffic signs
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 (TypeIV) 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 composite sign post of size 5mmx33.55mm x34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M15 grade concrete 450x450x600mm. The ACM sheet shall be f
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80 mm x 60 mm rectangular
2
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60 cm x 60 cm square
2
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Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
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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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Over 10 cm in width
229.68
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Painting Lines, Dashes, Arrows etc on Roads in Two Coats on Old Work Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed Grade-I road marking paint (cold applied reflective paint) confirming to IS: 164 on bituminous surface, concrete including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control.
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Up to 10 cm in width
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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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1200 mm dia
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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
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Boulder laid dry without wire crates.
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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
4508.3
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
2576.44
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Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding.
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Cement Concrete Grade M-15
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Curtain wall complete as per drawing and Technical specification
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Cement concrete Grade M-15
1729.8
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Flexible Apron: Construction of flexible apron 1m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
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GRAND TOTAL
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