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Public Works Department - PWD Tender
Eprocure
Opening Date13 Jul 2018
Closing Date6 Aug 2018
Tender Amount₹ 22,24,18,923
Costs
EMD
₹ 44,48,378Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_WBPWD_181479_1Bid Award Id
ViewTender No
WBPWD/PW(R)/SEPD/PIU-I/NIT NO-50 OF 2018-2019Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://wbpwd.gov.in/
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Documents
BOQ Items
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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
Depth of excavation above 6 m depth with pumping out water including shoring required.
In all sorts of soil excluding marshy soil & rocks (soft or hard)
By manual means.
3935.88
-
228
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Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand ( Fine Sand ) free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
(The payment is to be made on the basis of the finished compacted volume ).
309.69
-
516.2
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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
34.47
-
4950.32
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Reinforced Cement Concrete in Open foundation with reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, ( Pakur Variety ) 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. RCC Grade M30, Using concrete Mixer
377.69
-
6124.68
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Providing and laying Steel Cutting edge weighing not less than 40 kg per metre for Well foundation including cost & carriage of all materials complete as per drawing and technical specification and direction of Engineer-in-charge.
2262
-
63.5
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Plain / Reinforced Cement Concrete, in Well foundation with coarse aggregates ( Pakur Variety )of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing 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. In Well curb
RCC Grade M30
Using concrete mixer
481.9
-
6932.68
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In Well steining
RCC M25 Grade. Using concrete mixer
1133.3
-
6378.51
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In Bottom Plug
PCC Grade M20
Using concrete mixer
1677.8
-
6195.17
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In Top plug
PCC Grade M20
Using Concrete Mixer
98.2
-
5973.17
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In Well cap
RCC Grade M30
Using concrete mixer
754
-
6124.68
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Sinking of Well as per IRC specification through all types of strata namely sandy soil, clayey soil and rock as shown against each case, including drawing Foundation Wells true to position and plumb with dia under cutting edge as mentioned below, including hire charges of all tools and plants etc. and supplying power, dewatering etc, initial excavation of earth complete as per drawing and technical specifications and direction of the Engineer-incharge including throwing the spoils clear off the well up to 150m. radius (Measurement to be taken in the following stages from the level of the bottom of capping slab on well up to the bottom of cutting edge) through any kind of soil including rocky soil and rock till 25% of cutting edge (linear) comes in contact with rock including testing of bottom plug by dewatering the well upto 5 meters and checking the rise in water level as per clause 1208 of IRC Specification. Depth of sinking is reckoned from bed level. Sinking of 8 m external diameter Well In any kind of soil including Clayey soil Depth upto 3.0 M
30
-
12530
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Depth beyond 3.0 m upto 6.0 m
30
-
14167
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Depth beyond 6.0 m upto 10.0 m
15
-
15806
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Sand filling ( Fine Sand ) in Wells in layers duly compacted by inundation with water including local carriages etc. complete as per drawing and technical specifications. cum
56.94
-
501.2
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Reinforced Cement Concrete in Substructure with coarse aggregates ( Pakur Variety ) of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing 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 M20, Height upto 5m
Using concrete Mixer
121.7
-
6125.17
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Reinforced Cement Concrete in Substructure with coarse aggregates ( Pakur Variety ) of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing 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 M30
Height upto 5m , Using concrete Mixer
935.77
-
6443.68
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Reinforced Cement Concrete in Substructure with coarse aggregates ( Pakur Variety ) of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing 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 M30: Height 5m to 10m
Using concrete Mixer
433.58
-
6595.68
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Reinforced Cement Concrete in Substructure with coarse aggregates ( Pakur Variety ) of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing 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 M35
Height upto 5m
Using concrete Mixer
17.85
-
6566.85
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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. (Using steel (SAIL/TATA/RINL)
469
-
52334.57
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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. (Using steel (SAIL/TATA/RINL)
339
-
52467.57
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Earthwork in filling in foundation trenches with good earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m.
25075
-
92
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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 face. Complete as per drawing and Technical specifications.
580
-
115
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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 MoRT&H specifications complete including all accessories as per drawing and Technical Specifications.
2816000
-
1
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.Sandy material
Sandy material using 1.20 m³ (dry loose volume) of fine sand conforming to Grading Zone III as per IS:383-1970
2133
-
734.2
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Construction of Temporary Island by construction of outer annular layer with two rows of bullahs, suitable spaced, of dia. not less than 150 mm, driven at least half of the total length, properly tied, braced and supported and filling the annular space with sand / soil filled bags, protected by drum sheet walling on both side and filling the core portion with locally available materials including the dismantling removing and cleaning the site of the construction of main component of the structure. Area of Island between 120 m² to 140 m²
Height above bed level upto 4.25 m.
10
-
549717
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Providing Steel anchor dowels at the base of the well including drilling holes upto 2.5 m. depth in rock, placing the dowels in position and effectively grouting the holes (32 mm. diameter steel rod of 4.0 m length grouted upto 2.5 m. depth) etc. Complete as directed by Engineer in charge.
400
-
3081
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Superstructure Work : 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 Concrete Mixer
For T-beam & slab. Height upto 5m
2288
-
7448.68
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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 Concrete Mixer
For solid slab super-structure. Height upto 5m
32.66
-
6957.68
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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. Using steel (SAIL/TATA/RINL)
579
-
53385.57
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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.
16.33
-
4950.32
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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.
88
-
747
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Strip Seal Expansion Joint : Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 80 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.
187
-
10000
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Tack Coat : Providing and applying tack coat with Cationic Bitumen Emulsion 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 Cement concrete pavement [Using Bitumen emulsion M S Type(Packed), at the rate of 0.325 kg per sqm.]
(Mode of measurement: on the basis of finished surface area in sq.m).
2424
-
13.16
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Bituminous Macadam using Mobile Hot Mix Plant :- (Light Duty) : 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 ( VG - 30, Packed ), 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.)
(Mode of measurement: on the basis of finished compacted volume in cum.)
121.2
-
5772.44
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Mastic Asphalt : 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, 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 thick. (Using Packed Bitumen of grade 10/20 @5.71 kg / m2 & VG-30 @0.0143 kg / m2 )
(Mode of measurement: on the basis of finished surface area in sq.m).
2424
-
482.28
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Construction of 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 approved drawings and technical specifications. (Using aggregate of Pakur Variety )
[Quantities of material have been adopted from
standard plans of MoRT&H vide drawing no. SD/202.]
442
-
1784
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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 structures and medians, constructed with reinforced cement concrete ( M-40 Grade concrete, Using Pakur variety aggregates) with HYSD reinforcement ( SAIL / TATA / RINL ) 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 structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/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 specified.
442
-
3387.01
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Miscellaneous Works : Painting with approved quality Curing compound on the vertical or inclined surfaces of concrete, where water curing is not possible. Painting is to be done with a brush on new surfaces, immediately after removal of shuttering, including supply of all materials and other incidental charges complete as per direction of the Engineer-in-charge.
7285
-
38.5
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R.C. Guard post : 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 to 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 tapering 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/tannery yellow and black to 90 cm length standing up above ground after mendinggood 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
40
-
670
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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 high intensity grade 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 and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
60cm X 45cm rectangular
8
-
3441
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Road Delineators : 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 rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings.
2
-
386
... More
Constructing and providing pylon with marble stone works or any other decorative works as approved by the Chief Government Architect.
2
-
120000
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Supplying Coloured Photographs (175 mm X 125 mm) in duplicate.
100
-
60
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Retro reflective Road Marking (Cold applied)
110
-
349
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APPROACH ROAD INCLUDING PROTECTIVE WORK :
-
-
-
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Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits (land owned/arranged by the agency) with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with total lead upto 3000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD.
[ Note: This rate includes the cost of compensation of land, cost of Royalty etc. During initial payment, a sum of Rs 18.00/ m3 ( excluding GST & L.W. 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 :- By pre work post work method)
5193.59
-
244.7
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Granular Sub-base with Graded Material: By Mix in Place Method :
Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
GSB Grade-V (Separation layer) with Pakur Variety Stone Aggregates. (Payment is to be made on the basis of the finished compacted volume.)
405
-
2038.27
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Granular Sub-base with Graded Material: By Mix in Place Method :
Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
GSB Grade-III, (Drainage Layer) with Pakur Variety Stone Aggregates. (Payment is to be made on the basis of the finished compacted volume.)
405
-
2088.24
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Water Bound Macadam Base Course:
Providing, laying, spreading and compacting stone aggregates ( Pakur Variety ) of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Grading-I Aggregate (63 mm to 45 mm) Using
Stone Screening Type B (11.2 mm).
By Manual Means.
(Payment is to be made on the basis of the finished compacted volume.)
405
-
2932.26
... More
Water Bound Macadam Base Course:
Providing, laying, spreading and compacting stone aggregates ( Pakur Variety ) of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Grading-II Aggregate (53 mm to 22.4 mm) Using
Stone Screening Type B (11.2 mm)
By Manual Means.
(Payment is to be made on the basis of the finished compacted volume.)
202.5
-
2955.62
... More
Providing and laying bituminous macadam with Hot Mix Plant using approved crushed aggregates ( Pakur Variety ) of specified grading as per Table 500.7 premixed with bituminous binder, (VG - 30 grade, packed ) transported to site laid over a previously prepared surface at specified laying temperature with paver finisher 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 Clause 504 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). For Grading 2 (19 mm nominal size, 75 mm thick.). Using Drum mix Type HMP of minimum capacity 40-60 TPH.
(Payment is to be made on the basis of the finished compacted volume.)
202.5
-
5963.44
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Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, ( Pakur Variety ) including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen (VG-30, Packed) , carrying the mixture by tipper trucks or by any other suitable arrangements, laying the mixture uniformly over the surface with paver finisher, including manual operations as and when required for proper line, grade and level to serve as wearing course on a previously prepared base, including mixing in Hot Mix Plant and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Hot Mix Plant and other machinery, pay of operators, cost of fuel and lubricants etc. complete as per Clause 510 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Using Drum mix Type HMP of minimum capacity 40-60 TPH.
(Mode of measurement: on the basis of finished surface area in sq.m).
2700
-
117.2
... More
Providing and laying Premixed Seal Coat (Type B) with approved quality grit(pakur Variety) @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H
(5th Revision). By Mechanical Means
With Hot Bitumen Binder VG - 30(Packed) @ 6.80 kg / 10 sqm.
(Mode of measurement: on the basis of finished surface area in sq.m)
2700
-
36.58
... More
Providing and applying primer coat with Cationic Bitumen Emulsion ( M S 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 Surface: (with primer @0.85 kg/sqm)
(Mode of measurement: on the basis of finished surface area in sq.m)
2700
-
32.52
... More
Providing and applying tack coat with Cationic Bitumen Emulsion 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 Bituminous Surface
[Using Bitumen Emulsion,MS Type ( packed) at the rate of 0.25 kg per sqm.]
(Mode of measurement: on the basis of finished surface area in sq.m)
5400
-
10.42
... More
Providing and applying tack coat with Cationic Bitumen Emulsion 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 Bitumen Emulsion,MS Type ( packed) at the rate of 0.275 kg per sqm.]
(Mode of measurement: on the basis of finished surface area in sq.m)
2700
-
11.33
... More
Road Marking with Hot Applied Thermoplastic Compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
81
-
584
... More
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 tapering 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/tannery yellow and black to 90 cm length standing up above ground after mendinggood 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
600
-
670
... More
Reinforced Cement Concrete Crash Barrier : Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with reinforced cement concrete ( M-25 Grade concrete, Using Pakur variety aggregates) with HYSD reinforcement ( SAIL / TATA / RINL ) 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 structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/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 specified.
680
-
3080.55
... More
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, 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 and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
90 cm equilateral triangle
10
-
4033
... More
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, 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 and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
60 cm equilateral triangle
10
-
2597
... More
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, 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 and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
60 cm circular
10
-
3537
... More
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, 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 and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
80 mm x 60 mm rectangular
10
-
4995
... More
Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding. Cement Concrete blocks Grade M15 : Construction wing is to add cost and carriage of cement & coarse aggregates as per requirement vide Table 3.2-1 only to arrive at consolidated rate.( Using Pakur variety aggregates )
93.6
-
5964.32
... More
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.
504.4
-
4950.32
... More
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.
Using 0.72 m3 of brick aggregates (40mm down) and 0.48 m3 of coarse sand (dry loose volume) conforming to Grading Zone I as per IS: 383-1970 per cum
280.8
-
1695.24
... More
Earth in filling in foundation trenches and at the back of abutments with good earth (sandy soil) in layers not exceeding 15 cm. including watering and ramming layer by layer complete with earth obtained by fresh excavation from land arranged by Department beyond 150 m. but within 300 m. including all lifts. Earth to be approved by the Engineer-in-charge.
1093.13
-
161
... More
Road side lamp Street Lighting :
Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation.
For fixing in Footpath (Cost of Sodium Vapour Lamp, material for holder, electric cable etc. is included in rate )
100
-
13764.34
... More
Earthwork in cutting to form road section in correct
profile including removal of spoils not exceeding initial
lead of 50m and initial lift of 1.5m.
In mixed hard soil (i,e hard moorum and soil
containing laterite and boulders which do not
require blasting)
(Mode of measurement: pre works and post works)
487.5
-
109.9
... More
CONSTRUCTION OF RETAINING WALL :
-
-
-
... More
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 . Depth of excavation upto 3 m depth with pumping out water including shoring as required. In all sorts of soil excluding marshy soil & rocks (soft or hard)
By manual means.
1645.8
-
124
... More
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.
109.82
-
4950.32
... More
Reinforced Cement Concrete in Substructure with coarse aggregates ( Pakur Variety ) of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing 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 M35
Height upto 5m
Using concrete Mixer
1673.14
-
6378.51
... More
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. (Using steel (SAIL/TATA/RINL)
334.63
-
48192.83
... More
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.
890
-
115
... More
Earthwork in filling in foundation trenches with good earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m.
1535.98
-
92
... More
Total
-
-
-
... More
Add GST @ 12% on total amount over item No. 1 to 3.06
-
-
12
... More
Add Labour Welfare Cess @ 1% on Total amount over Item No. 1 to 4
-
-
1
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