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Public Works Department - PWD Tender
Civil Works Bridges
Civil Works
Eprocure
Opening Date
15 Nov 2019Closing Date
11 Dec 2019Tender Amount
₹ 11,31,27,984Costs
EMD
₹ 10,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbpwd/pw(r)/sepd/piu-i/nit No-89 Of 2019-2020/sl No-1
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_WBPWD_253240_1Tender No
WBPWD/PW(R)/SEPD/PIU-I/NIT NO-89 OF 2019-20Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://wbpwd.gov.in/
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Documents
BOQ Items
Providing MS casing pipe around RCC cast-in-situ bored piles of different diameters in position including cost of all materials, fabrication, handling etc. complete as per direction of Engineer-in Charge. (E250 conforms to IS:2062-2006)
237.12
-
64311.36
Performing Lateral load test on two piles or twogroups of piles by introducing a hydraulic jack withgauge between two piles or pile groups under testby applying horizontal loads in increments of about20% of the estimated safe load at each stage andapplying the next increment after the rate ofdisplacement is nearer to 0.1 mm. per 30 minutes tillthe total displacement becomes, 12 mm at the cutoff level including the cost of arranging the entireset-up, hire charges of all implements including atleast two dial gauges, preparing the pile head ifnecessary, and removal of all arrangement aftercompletion etc. complete in all respect includingcost of carriage of all materials and as per ISspecification and direction of Engineer-in-charge.
2
-
27400
Performing Vertical load test on single Pile in accordance with IS:2911(Part-IV) by hydraulic jacks on pile/piles with 1.5 times the design load including preparation of the head of piles with concrete of required strength for receiving the jacks with all ancillary arrangements for setting up gauges, construction of suitable platforms, keeping the loads and dismantling and removing all arrangement etc. complete as per IS specification and direction of Engineer-in-charge Testing load up to 150T to 200T
2
-
89600
Integrity testing of Pile using Low Strain / Sonic Integrity Test / Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerized equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-incharge. For Rest of South Zone & West Zone
48
-
870.6
Performing High Strain Dynamic Pile Load testing by using Pile Driving Analyzer as per IRC: 78-2014 standard procedure with a hammer of suitable weight (1-2% of the test load or 5-7% of the dead load on the pile or suitable energy as decided by Engineer-in charge). The rate is inclusive of construction of suitable platform, fixing of strain sensor & accelerometer, charges for hammer hoisting arrangement & removing etc. The rate is also inclusive of cost & carriage of all materials, completion of field test, CAPWAP analysis & submission of test results along with reports as per direction of Engineer-in-charge. For Test load 101 to 300 MT From 60-150 Km of Rajbhaban
2
-
102292
Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. TATA/SAIL/RINL
355.426
-
60410.44
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . In all sorts of soil excluding marshy soil & rock(soft or hard) by Mechanical means. Depth up to 3 m : With pumping out water
1108.48
-
47
Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips (Pakur variety) of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. With Batching Plant, Transit Mixer and Concrete Pump. RCC grade M-35
500.54
-
6287.03
Part-B: Bridge Substructure Work
-
-
-
Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates (Pakur variety) of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork &reinforcement works. M-15 Grade, using concrete mixer
48
-
5265.46
Plain / Reinforced Cement Concrete in Substructure with coarse aggregates (Pakur variety) of appropriate nominal size and grading, fine aggregate (sandconforming to proper grading zone, both oapproved quality, cement and water reducingadmixtures, as necessary, including labour, cost andcarriage of all materials and including preparationof design mix, approval of the same by theEngineer-in-Charge and cost for quality control,sampling, testing etc. all complete as per drawingand technical specification including the cost onecessary form work and staging complete as perdrawing and technical specifications. RCC Grade M35
Height upto 5m, With Batching Plant, Transit Mixer and
Concrete Pump.
719.13
-
6634.03
Plain / Reinforced Cement Concrete in Substructure with coarse aggregates (Pakur variety) of appropriate nominal size and grading, fine aggregate (sandconforming to proper grading zone, both oapproved quality, cement and water reducingadmixtures, as necessary, including labour, cost andcarriage of all materials and including preparationof design mix, approval of the same by theEngineer-in-Charge and cost for quality control,sampling, testing etc. all complete as per drawingand technical specification including the cost onecessary form work and staging complete as perdrawing and technical specifications. RCC Grade M40
Height upto 5m, With Batching Plant, Transit Mixer and
Concrete Pump
4.17
-
6841.76
Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. TATA/SAIL/RINL
116.117
-
60543.44
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 face. Complete as per drawing and Technical specifications.
370
-
115
Providing and laying of Filter media with granular materials/stone crushed aggregates/brick aggregates /river bed materials satisfying the requirements laid down in clause 2504.2.2 of MoRT&H 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. (0.72 m3 of granular materials/stone crushed aggregates/brick aggregates/ river bed materials and 0.48 m3 of coarse sand (dry loose volume))
193.3
-
2259.32
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. By Sandy material
319.23
-
1611
Part-C: Bridge Superstructure Work
-
-
-
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 MoRT&H specifications complete including all accessories as per drawing and Technical Specifications.
640000
-
1
Supplying transporting & fabrication of welded steel girder as per approved drawing duly made up built up sections of MS Plate, Angle, Channel of different thickness including metalizing priming coat followed by finish coat of paints of total thickness of 165µm. The rate shall be inclusive of supply of all the steels, labour consumables & machinery and all other materials & accessories required for fabrication to complete in all respect with all lead, lift etc. The rate is also includes( i) Cost of to and fro transportation between contractor's work shop & work site including all lead, lift, loading, unloading etc. (ii) Cost of inspection, testing of girders in stages by nominated inspection agency. Nomination of inspection agency for passing of fabricated members and trial assembly will be decided by Engineer-in-Charge. iii) Cost of supplying & fixing of HSFGI High strength bolts (not less than 8.8 grade). iv) Cost of blast-cleaning the steel surface including supplying & applying of zinc phosphate primer followed by finish coat of micaceous iron oxide pigmented drying oil type paint of total thickness of 165µm.
147.364
-
99461.25
Assembling, erection / launching of fabricated steel girders in proper position, line, level, alignment including erection of staging and scaffolding, dismantling the same after completion of work. The rate shall be inclusive all complete in all respect with all materials, labour, tools & plants, lead and lift. This item pertains to erection of girders by contractor's own cranes I derricks staging, machineries, plants & equipment etc., wherever required to complete the job, as per approved drawing. The rate is inclusive of all stand by cranes, equipment, machineries etc. as directed by Engineer-in-charge to complete the work.
147.364
-
13000
Furnishing and Placing Reinforced / Pre-stressed Cement concrete in Super-structure with coarse aggregates (Pakur variety) of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement and admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete. as per drawing and technical specifications. RCC Grade M 40. Using Batching Plant, Transit Mixer and
Concrete Pump. For T beam and slab super-structure, Height upto 5m
358.12
-
7289.76
Furnishing and Placing Reinforced / Pre-stressed Cement concrete in Super-structure with coarse aggregates(Pakur variety) of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement and admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete. as per drawing and technical specifications. RCC Grade M 30 Using Batching Plant, Transit Mixer and
Concrete Pump. For solid slab super-structure, Height upto 5m.
43.87
-
6989.3
Constructionof precast RCC railing of M30 grade, aggregate size not exceeding 12 mm , true to line and grade , tolerance 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 MORT&H standard drawing no. SD/202 and technical specification.
435
-
1918
Supplying, fitting and placing HYSD bar reinforcement in Bridge Super-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications. TATA/SAIL/RINL
64.35
-
61461.44
Providing and laying bituminous macadam with Mobile Hot Mix Plant (Light Duty) using approved crushed aggregates (Pakur variety) of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature by means of approved and suitable arrangements to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per Specifications for Road & Bridge Works of MoRT&H (5th Revision). For Grading 2 (19 mm nominal size, 50-75 mm thick.)
35.28
-
6689.39
Providing and laying Mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 using approved coarse aggregate, fine aggregate, filler material and bitumen, prepared by using Mastic cooker including cost and carriage of all ingredients, cost of heating aggregates and binder, mixing in specified proportions conforming to approved Job Mix Formula and laid to required level and slope after cleaning the surface, compacting, sealing the construction joints and surface finishing conforming to specifications including providing antiskid surface with bitumen pre-coated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum 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 100°C, protruding 1 mm to 4 mm over mastic surface, including the hire charges of all tools and plants and machinery, pay of operators, cost of fuel and lubricants and all other incidental charges and quality control all complete as per Clause 516 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). 25 mm thickness
705.6
-
490
Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with reinf orced cement concrete with HYSD reinf orcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structur e on which it is built and installed as per design given in the enclosure to MOST circular No. R W/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer-in-Charge, all as specifie d. Using M40 grade concrete
174.16
-
3725.93
Drainage Spouts in Superstructure including providing drip mouldings and also including supplying, fitting and fixing approved type of materials complete as per drawing and Technical specification vide clause no. 2705 of MoRT&H’s Specification for Road & Bridge Works.
28
-
783
Providing single gap (unitary) strip seal. Type expansion joint of total movement capacity 80 mm complete with suitable edge beam, anchorage and 'Lock Seal' type sealing element of either Mageba- India or Maurer Shone brand or equivalent (equivalent makes being subject to prior approval by the Department) in deck slab as per approved drawing and specification as per clause 2607 of specification of Roads and Bridge works published by I.R.C. including cost and carriage of all meterials and installation under supervision of a specialist manufacturer.
100
-
10000
Providing and laying of hot applied thermoplastic com pound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm i s exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and fre e from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works ofMoRT&H (5th Revision).
29.12
-
584
Supplying & fixing of Raised Pavement Markers / Road Studs / Cats Eye made of polycarbonate m oulded body and reflective panels with micro pri smatic lens capable of providing total internal ref lection of the light entering the lens face which shall support a load of 13635 kg tested in accor dance to ASTM D 4280 Type H and complying to clause no 804 of MoRT&H's specification for Road &Bridge Works (Fifth Rev.). Marker height shall not be less than 10 mm and shall not exceed 20 mm, width shall not exceed 130mm and with minimum reflective area of 13 sq.cm. on each side and slope to the base shall be 35 ± 5 degree. Fixing will be without nails but by using epoxy resin based adhesive as per manufacturer's recommendation i ncluding site clearance etc. and complete as dir ected by the Engineer in Charge .The contractor will have to provide a test certificate from a reputable national/international laboratory conf orming the above specifications.
12
-
255
Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fi xed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for R oad & Bridge Works of MoRT&H (5th Revision).. size more than 0.9 sqm size Board.
2
-
9568
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fi xed 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 desi gned foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). 60 cm equilateral triangle
8
-
2811
Supplying fitting and fixing R.C. guard post 1.37m long with c.c.1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tappering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white/tanery yellow and black to 90 cm length standing up above ground after mending good damages if any during striking off shuttering, making hole in ground of 47cm depth and 30cm minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect.With Pakur variety stone chips
60
-
714
Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rec tangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confor ming to IRC-79 and the drawings.
100
-
386
Painting the vertical end faces of posts, wheel guards or railing or parapet with alternate bands of different colours as directed by the Engineer-in-charge with approved synthetic enamel paint. (a) Two coat
935.64
-
99
Part-D: Protective Work
-
-
-
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.Cement Concrete Blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M15
46.75
-
5691.46
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. 0.72 m3 of brick aggregates / river bed materials and 0.48 m3 of coarse sand (loose volume)
46.75
-
2414.32
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . In all sorts of soil excluding marshy soil & rock(soft or hard) by Mechanical means. Depth up to 3 m : With pumping out water
181.08
-
47
Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips (Pakur variety) of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.
A PCC Grade M20
120.13
-
6196.11
Part-E: Approach Road Work
-
-
-
Construction of Embankment with Material Obtained from Borrow Pits.
Construction of embankment with approved material obtained from borrow pits (land arranged by the agency) with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 3000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. This rate includes the cost of compensa- tion of land, cost of Royalty etc. During initial payment, a sum of Rs 18.00/ m3 (excluding GST and LW Cess) of equivalent volume of borrowpit of earth is to be dudcted from the bill as Royalty, which will be paid seperately on production of Royalty clearance cerificate from the competent authority).
(Mode of measurement: pre works and post works) By Mechanical Transport:
2250
-
256.88
Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed.
By mechanical means (without milling machine) :
From 25 mm to 50 mm thick.
909.85
-
3.8
Construction of granular sub-base by providing graded material (Pakur variety) , mixing in Wet Mix Plant at OMC, carriage of mixed material to work site,spreading in uniform layers with Motor grader on prepared surface in proper grade andcamber, compacting with vibratory powerroller to achieve the desired density, including lighting, guarding, barricading, including cost ofall materials, machinery, tools and plants andcost of quality control complete as per Clause401 of Specifications for Road & Bridge Works ofMoRT&H (5th Revision). Granular Sub-Base/Plant Mix Method/Grading – III
120.81
-
2652.11
Construction of granular sub-base by providing graded material (Pakur variety) , mixing in Wet Mix Plant atOMC, carriage of mixed material to work site,spreading in uniform layers with Motor graderon prepared surface in proper grade andcamber, compacting with vibratory powerroller to achieve the desired density, includinglighting, guarding, barricading, including cost ofall materials, machinery, tools and plants andcost of quality control complete as per Clause401 of Specifications for Road & Bridge Works ofMoRT&H (5th Revision). Granular Sub-Base/Plant Mix Method/Grading – V
120.81
-
2722.07
Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates andgranular materials, premixing the material with waterat OMC in Wet Mix Plant, carriage of mixed materialby tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surfaceand compacting with Vibratory Roller to achieve thedesired density, including supply of all materials, machinery, fuel and lubricants, including incidentalcosts for lighting, guarding, barricading, makingearthen bundh to protect the edges including costof quality control complete as per Clause 406 ofSpecifications for Road & Bridge Works of MoRT&H(5th Revision).
343.05
-
2872.27
Providing and laying bituminous macadam with Mobile Hot Mix Plant (Light Duty) using approved crushed aggregates (Pakur variety) of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature by means of approved and suitable arrangements to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per Specifications for Road & Bridge Works of MoRT&H (5th Revision). For Grading 2 (19 mm nominal size, 50 mm thick). Using VG30 (60/70 packed) bitumen @75 Kg/m3
85.76
-
6689.39
Providing and laying Mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 using approved coarse aggregate(Pakur variety), fine aggregate, filler material and bitumen (10/20 packed @5.71Kg/m2), prepared by using Mastic cooker including cost and carriage of all ingredients, cost of heating aggregates and binder, mixing in specified proportions conforming to approved Job Mix Formula and laid to required level and slope after cleaning the surface, compacting, sealing the construction joints and surface finishing conforming to specifications including providing antiskid surface with bitumen(VG30 (60/70 packed)) pre-coated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum 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 100°C, protruding 1 mm to 4 mm over mastic surface, including the hire charges of all tools and plants and machinery, pay of operators, cost of fuel and lubricants and all other incidental charges and quality control all complete as per Clause 516 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). 25 mm thickness
1715.2
-
490
Providing and applying primer coat with Cationic Bitumen Emulsion (MS type packed) of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). For WBM / WMM Surface: (with primer @ 0.85 kg/sqm)
1715.2
-
32.46
Providing and applying tack coat with Cationic Bitumen Emulsion (packed MS type) of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). On Granular surfaces treated with primer (Using packed Bitumen emulsion @ 0.275 kg per sqm.)
1715.2
-
11.32
Part-F: Dismantling of old Bridge works
-
-
-
Dismantling Steel Work in all Types of Sections upto a height of 5 m above Plinth Level excluding Cutting of rivet as per Technical Specifications Clause 202 for Rural Roads of MORD.
(a) Including dismembering
33.799
-
1241
c) Extra over above Item for cutting rivets
33.799
-
9
Loading, unloading and stacking by Manual Means. Loading in to trucks at the lifting point, unloading at destination, stacking properly in go downs or yard etc. as directed including carriage by head load up to a lead of 50.00 m at each of the two points. Steel
33.799
-
96
Carriage of steel material over pakka road upto 5.00 KM.
33.799
-
82
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD.
Cement mortar
132.93
-
280
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, 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 m as per Technical Specifications
Clause 202 for Rural Roads of MORD
By Mechanical Means, Cement Concrete.
128.556
-
470
Add GST @12%
-
-
12
Add Labour Welfare Cess @ 1%
-
-
1
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