Department Of Paschimanchal Unnayan Affairs Tender
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Department Of Paschimanchal Unnayan Affairs - DPUA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date8 Feb 2023
Closing DateCancelled
Tender Amount₹ 9,84,74,513
Costs
EMD
₹ 10,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Improvement Of Road Connectivity Under Midnapore Sadar
Description
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Contact
Tender Id
2023_DPUA_469910_1Bid Award Id
ViewTender No
e-NIT No. 18/PUP/EC/BNK of 2022-23Tender Authority
Department Of Paschimanchal Unnayan Affairs ViewPurchaser Address
-Website
http://http://www.pupwb.org/
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Documents
BOQ Items
... More
Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary
(a) Depth up to 150 mm. For resection portion
5250
-
14.4
... More
(b) For each additional Depth of 150mm and part thereof
For resection portion
5250
-
19
... More
(b) For each additional Depth of 150mm and part thereof
For resection portion
5250
-
19
... More
Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each
layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making
adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary.
For resection portion
1575
-
671.44
... More
Granular Sub-base with Graded Material (Table:- 400-1)
B. 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).
(ii) Grading – II (Pakur variety)
First Layer 75mm
Second Layer 75mm For resection portion
787.5
-
1618.66
... More
Construction of Embankment with Material Obtained
from Borrow Pits Construction of embankment with approved material obtained from borrow pits 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 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works)
8892.75
-
85.6
... More
Water Bound Macadam Base Course Providing, laying, spreading and compacting stone aggregates 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 typeof 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).
(ii) Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm) (Pakur variety)
B. Manual Means 75 mm compacted thick
1068.75
-
3094.92
... More
Water Bound Macadam Base Course Providing, laying, spreading and compacting stone aggregates 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 typeof 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).
(iii) Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) (Pakur variety)
B. Manual Means 75 mm compacted thick
1546.88
-
3125.54
... More
Providing and applying primer coat with Cationic Bitumen Emulsion 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).
(i) For WBM
(with primer @ 0.850kg/sqm of SS-1 TYPE)
26625
-
28.48
... 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).
(ii) On Granular surfaces treated with primer (Using Bitumen emulsion at the rate of 0.275 kg per sqm. of RS-1 TYPE)
26625
-
8.79
... More
Open-Graded Premix Surfacing using Bituminous (Viscosity grade Paving Bitumen) Binder and Mobile Hot Mix Plant (Light Duty) 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, including thoroughly cleaning of the surface, screening, cleaning and pre-heatingstone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) 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 Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD. 20 mm thick (Pakur variety & VG-30)
26625
-
115.1
... More
Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 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). (Pakur variety & VG-30)
26625
-
38.77
... More
Supplying, spreading and consolidating Moorum to a depth of 75 mm at desired density and C.B.R. as per specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification. For Hard Shoulder
532.5
-
1017.22
... More
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. b) Two Coats
50
-
99
... 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 sameholes 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
-
698
... More
Providing & fixing of Retro -Reflectrorised traffic signs providing and fixing retro- reflectrories cautionary, mandatory and informtaory signs as per IRC-67 made of high intensity grade sheeting vide clause no.- 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel single iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade concrete 45 x 45 x 60 cm below the ground level as per approved drawing( ref. to MORT & H specification 801) iv) 800 mm x 600 mm rectangular for citizeninformation bord
2
-
5049
... More
Providing & fixing of Retro -Reflectrorised traffic signs providing and fixing retro- reflectrories cautionary, mandatory and informtaory signs as per IRC-67 made of high intensity grade sheeting vide clause no.- 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel single iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade concrete 45 x 45 x 60 cm below the ground level as per approved drawing( ref. to MORT & H specification 801) i) 90 cm equilateral triangle
6
-
4087
... More
Providing & fixing of Retro -Reflectrorised traffic signs providing and fixing retro- reflectrories cautionary, mandatory and informtaory signs as per IRC-67 made of high intensity grade sheeting vide clause no.- 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel single iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade concrete 45 x 45 x 60 cm below the ground level as per approved drawing( ref. to MORT & H specification 801) iii) 60 cm circular
6
-
3591
... More
Providing & fixing of Retro -Reflectrorised traffic signs providing and fixing retro- reflectrories cautionary, mandatory and informtaory signs as per IRC-67 made of high intensity grade sheeting vide clause no.- 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel single iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade concrete 45 x 45 x 60 cm below the ground level as per approved drawing( ref. to MORT & H specification 801) vi) 60 X 60 cm square
5
-
4161
... More
STRENGTHENING & WIDENING OF ROAD FROM DHERUA TO TOWARDS LALGARH (ANDHAR JORA 0 TO 3.82 KM) UNDER MIDNAPORE SADAR BLOCK IN THE DISTRICT OF PASCHIM MEDINIPUR
-
-
-
... More
Earthwork in excavation from borrow pits (Land arrange by the contractor) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Pre work and post work measurement)
4432
-
89.9
... More
Carried earth with 3km lead (Pre work and post work Measurement)
4433
-
267.2
... More
Construction of Embankment with Material Deposited
from Roadway Cutting including necessary uprooting of trees as required. Construction of embankment with approved materials deposited at site from roadway cutting andexcavation from drain and foundation of other structures graded and compacted to meetrequirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 for Rural Roads of MORD including carriage of material for a distance of 1 km.
2220
-
46.8
... More
Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direc
(a) Depth up to 150 mm.
12957
-
14.4
... More
(b) For each additional Depth of 150mm and part
thereof.
12957
-
19
... More
Water Bound Macadam Sub Base by consolidating
Jhama metal / Laterite chelly or stone metal /
shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals, scarifying of existing pavement, loosening, hand packing as required etc. necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men
and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by consolidating
Jhama metal (63 mm to 45 mm) with moorum screening
2998.06
-
2093.14
... More
Construction of granular sub-base by providing graded material, mixing by mix in placemethod 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). For GSB-II use pakur variety aggregates
1751.23
-
1722.28
... More
Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet 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, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). using pakur variety aggregates
4555.32
-
2841.53
... More
Providing and applying primer coat with Cationic Bitumen Emulsion 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).
(i) For WMM surface (with primer @ 0.850kg/sqm)
19360.11
-
26.89
... More
Providing and laying dense bituminous macadam with Hot Mix Plant producing an average output of 75 tonnes per hour using coarse aggregate, fine aggregate, filler and bituminous binder as per design Job Mix Formula conforming Marshall Method as per specification, including screening, cleaning of chips
and preparing a uniform and quality mix in Hot Mix Plant and ensuring a homogeneous mix, in which all particles of the mineral aggregates are coated uniformly, transporting the hot mix to work site, laying the mixed materials at specified laying temperature with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over
prepared surface coated with tack coat, rolling with
smooth wheeled, vibratory and tandem rollers for
break down, inter-mediate and finished rolling to
achieve the desired density of at least 98% of that of
Laboratory Marshall specimen, hand packing and
pinning to give an even surface including cost and
carriage of bitumen, coarse and fine aggregates
and filler materials and hire charges of machinery
and equipment for construction and quality control,
fuels and lubricants and wages of operational staff
complete as per Clause 505 of Specifications for
Road & Bridge Works of MoRT&H (5th Revision). With a tack coat @ 0.250 kg/ sqm
B. For Grading 2 ( 50 mm thick.) use pakur variety aggregates
(i) Using Batch Type HMP of minimum capacity 100-120 TPH.using pakur variety aggregates
968.01
-
8138.09
... More
Providing & laying Semi-dense Bituminous Concrete
(SDBC) as wearing coarse by Hot Mix Plant, using
coarse aggregates, fine aggregates, filler materials
and binder of required specification and grading as
per approved job mix formula, over thoroughly
cleaned surface coated with tack coat, including
screening, cleaning of aggregates, mixing the
components as per approved Job Mix Formula with
hot binder, carrying the mixture by tipper truck or
any other approved suitable arrangements, laying
the mixture uniformly, maintaining the specified
laying temperature, thorough rolling with power roller
with necessary hand packing and pinning to give an
uniform surface to achieve the desired density of at
least 98% of that of Laboratory Marshall specimen,
including the cost and carriage of aggregates, filler
and binder, heating the binder, preheating the
aggregates, and filler to the specified temperature,
including the hire charges of Hot Mix Plant and other
machineries, pay of operators, cost of fuel and
lubricants and all other incidental charges complete. With a tack coat @ 0.250 kg/ sqm.
B. For Grading 2 ( 25mm thick.) (i) Using Batch Type HMP of minimum capacity 100-120 TPH. using pakur variety aggregates
484
-
8320.2
... More
Providing and laying Design Mix concrete for plain /
reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates 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.
(c) M-25 Grade: Using concrete mixer using pakur variety aggregates
281.62
-
5724.65
... More
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (ii) Ordinary kilometer stone (precast)
4
-
1564
... More
(ii) Hectometer stone (precast)
15
-
436
... More
Providing & fixing of Retro -Reflectrorised traffic signs providing and fixing retro- reflectrories cautionary, mandatory and informtaory signs as per IRC-67 made of high intensity grade sheeting vide clause no.- 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel single iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade concrete 45 x 45 x 60 cm below the ground level as per approved drawing( ref. to MORT & H specification 801) i) 90 cm equilateral triangle
20
-
4087
... More
iv) 80 cm X 60 cm rectangular
10
-
5049
... More
vi) 60 cm X 60 cm square
10
-
4161
... More
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
fixed 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 Road & Bridge Works of MoRT&H (5th Revision)..
3
-
9356
... 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 sameholes 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
250
-
698
... More
A Type - A, "W" : Metal Beam Crash Barrier
Providing and erecting a "W" metal beam crash
barrier comprising of 3 mm thick corrugated sheet
metal beam rail, 70 cm above road/ground level,
fixed on ISMC series channel vertical post, 150 x 75
x 5 mm spaced 2 m centre to centre, 1.8 m high,
1.1 m below ground/road level, all steel parts and
fitments to be galvanized by hot dip process, all
fittings to conform to IS:1367 andIS:1364, metal
beam rail to be fixed on the vertical post with a
spacer of channel section 150 x 75 x 5 mm, 330
mm long complete as per Clause 811.3 of
Specifications for Road & Bridge Works of MoRT&H
(5th Revision)..
1
-
2286
... More
(iv) Providing and filling joint sealing compound as
per drawings and technical specifications with
coarse sand and 6% bitumen by weight
390.76
-
20
... More
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.
(II) By Mechanical Means
a) Cement Concrete
36.75
-
470
... More
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.
(II) By Mechanical Means
b) Reinforced Cement Concrete
22
-
773
... More
Removing all types of Hume pipes and stacking within
a lead of 1000 m including Earthwork and Dismantling
of Masonry Works as per Technical Specification
Clause 202 for Rural Roads of MORD.
(b) Above 600 mm to 900 mm dia Hume pipe
15
-
208
... 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 .
I. In all sorts of soil excluding marshy soil & rocks
(soft or hard) by manual means.
a) upto 3 m depth
(iv) Without pumping out water and shoring
1187.55
-
114
... 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.
237.48
-
92
... More
Single Brick Flat Soling of picked jhama bricks including ramming dressing bed to proper level and filling joints with local sand.
1
-
344
... More
Sand filling in foundation trenches and at the back
of abutments, wing-walls etc. with good local 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.
207.27
-
649.29
... More
Providing and laying Design Mix concrete for plain /
reinforced concrete work in any part of bridge
(excluding bottom plugging) with coarse
aggregates 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.
(a) M-15 Grade using pakur variety aggregates
Using concrete mixer.
876.72
-
5206.46
... More
Plain / Reinforced Cement Concrete in Substructure
with coarse aggregates 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. using pakur variety aggregates
RCC Grade M20
38.15
-
6399.31
... 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.
2.99
-
49829.83
... 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.
210
-
115
... More
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.
b) Two Coats
78.4
-
99
... More
Hire and labour charges for Shuttering with or
without staging upto 4.0 m height using approved
stout props with wooden planks/ply wood/steel
sheet plate with required bracing for any kind of
plain or reinforced concrete works in all sorts of
minor structure including culvert, box culvert, crossdrain
etc. The rate is inclusive of fitting, fixing and
striking out after completion of work as per
specification and direction.
804.1
-
214
... 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.
157.5
-
161
... 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 .
I. In all sorts of soil excluding marshy soil & rocks
(soft or hard) by manual means.
a) upto 3 m depth
(iv) Without pumping out water and shoring
58.9
-
114
... 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.
11.78
-
92
... More
Sand filling in foundation trenches and at the back
of abutments, wing-walls etc. with good local 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.
6.8
-
649.29
... More
Providing and laying Design Mix concrete for plain /
reinforced concrete work in any part of bridge
(excluding bottom plugging) with coarse
aggregates 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. (a) M-15 Grade
Using concrete mixer. using pakur variety aggregates
5.1
-
5206.46
... More
Plain / Reinforced Cement Concrete in Substructure with coarse aggregates 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 using pakur variety aggregates
26.4
-
6399.31
... 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.
1.66
-
49829.83
... More
Supplying and laying Polythene Sheet (150gm / sq.m.) over
damp proof course or below flooring or roof terracing or in
foundation or in foundation trenches.
68.1
-
24
... More
Hire and labour charges for Shuttering with or
without staging upto 4.0 m height using approved
stout props with wooden planks/ply wood/steel
sheet plate with required bracing for any kind of
plain or reinforced concrete works in all sorts of
minor structure including culvert, box culvert, crossdrain
etc. The rate is inclusive of fitting, fixing and
striking out after completion of work as per
specification and direction.
12
-
214
... More
Earthwork in excavation for foundation of structures
upto 3 m depth as per drawing and technical
specification Clause 1104 for Rural Roads of MORD
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.
196.1
-
104
... 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.
39.22
-
92
... More
Sand filling in foundation trenches and at the back
of abutments, wing-walls etc. with good local 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.
12.07
-
649.29
... More
Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates 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. using pakur variety aggregates (a) M-15 GradeUsing concrete mixer.
9.06
-
5206.46
... More
Plain / Reinforced Cement Concrete in Substructure with coarse aggregates 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 using pakur variety aggregates
51.6
-
6399.31
... 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.
3.23
-
49829.83
... More
Supplying and laying Polythene Sheet (150gm / sq.m.) over
damp proof course or below flooring or roof terracing or in
foundation or in foundation trenches.
120.84
-
24
... More
Hire and labour charges for Shuttering with or
without staging upto 4.0 m height using approved
stout props with wooden planks/ply wood/steel
sheet plate with required bracing for any kind of
plain or reinforced concrete works in all sorts of
minor structure including culvert, box culvert, crossdrain
etc. The rate is inclusive of fitting, fixing and
striking out after completion of work as per
specification and direction.
19.08
-
214
... 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 .
I. In all sorts of soil excluding marshy soil & rocks
(soft or hard) by manual means.
a) upto 3 m depth
(iv) Without pumping out water and shoring
939.8
-
114
... 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.
187.98
-
92
... More
Sand filling in foundation trenches and at the back
of abutments, wing-walls etc. with good local 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.
104.42
-
649.29
... More
Providing and laying Design Mix concrete for plain /
reinforced concrete work in any part of bridge
(excluding bottom plugging) with coarse
aggregates 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. (a) M-15 Grade using pakur variety aggregates
Using concrete mixer.
1097.27
-
5206.46
... 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.
331.5
-
115
... More
Supplying and laying Polythene Sheet (150gm / sq.m.) over
damp proof course or below flooring or roof terracing or in
foundation or in foundation trenches.
696.15
-
24
... More
Hire and labour charges for Shuttering with or
without staging upto 4.0 m height using approved
stout props with wooden planks/ply wood/steel
sheet plate with required bracing for any kind of
plain or reinforced concrete works in all sorts of
minor structure including culvert, box culvert, crossdrain
etc. The rate is inclusive of fitting, fixing and
striking out after completion of work as per
specification and direction.
1790.1
-
214
... More
Filler joint
(ii) Providing & fixing 20 mm thick compressible
fibre board in expansion joint complete as per
drawing & Technical Specification.
19.38
-
259
... More
IMPROVEMENT OF RIDING QUALITY ROAD PANCHRA TO RAGHUNATHPUR UNDER MEDINIPUR SADAR BLOCK IN THE DISTRICT OF PASCHIM MEDINIPUR
-
-
-
... More
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specifications Clause 201 for Rural Roads of MORD. (II) By Mechanical Means
a) In area of non-thorny jungle
1.7
-
23363
... More
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.
(b) By mechanical means (without milling machine) :
(i) From 25 mm to 50 mm thick.
375
-
3.8
... More
Construction of Embankment with Material Obtained
from Borrow Pits Construction of embankment with approved material obtained from borrow pits 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 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works)
6745
-
85.6
... More
Water Bound Macadam Base Course Providing, laying, spreading and compacting stone aggregates 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 typeof 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).
(ii) Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm) (Pakur variety)
B. Manual Means 75 mm compacted thick
28.13
-
3195.7
... More
Water Bound Macadam Base Course Providing, laying, spreading and compacting stone aggregates 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 typeof 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).
(iii) Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) (Pakur variety)
B. Manual Means 75 mm compacted thick
28.13
-
3226.32
... More
Providing and applying primer coat with Cationic Bitumen Emulsion 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).
(i) For WBM
(with primer @ 0.850kg/sqm of SS-1 TYPE)
375
-
28.51
... 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).
(ii) On Granular surfaces treated with primer (Using Bitumen emulsion at the rate of 0.275 kg per sqm. of RS-1 TYPE)
26625
-
8.8
... More
Open-Graded Premix Surfacing using Bituminous (Viscosity grade Paving Bitumen / Modified bitumen) Binder and Mobile Hot Mix Plant (Light Duty) 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, including thoroughly cleaning of the surface, screening, cleaning and pre-heatingstone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) 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 Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD. 20 mm thick (Pakur variety & VG-30)
26625
-
117.06
... More
Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 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). (Pakur variety & VG-30)
26625
-
39.23
... More
Supplying, spreading and consolidating Moorum to a depth of 75 mm at desired density and C.B.R. as per specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification.
532.5
-
1116.44
... More
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. b) Two Coats
30
-
99
... 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 sameholes 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
30
-
698
... More
Providing & fixing of Retro -Reflectrorised traffic signs providing and fixing retro- reflectrories cautionary, mandatory and informtaory signs as per IRC-67 made of high intensity grade sheeting vide clause no.- 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel single iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade concrete 45 x 45 x 60 cm below the ground level as per approved drawing( ref. to MORT & H specification 801) iv) 800 mm x 600 mm rectangular for citizeninformation bord
2
-
5049
... More
Providing & fixing of Retro -Reflectrorised traffic signs providing and fixing retro- reflectrories cautionary, mandatory and informtaory signs as per IRC-67 made of high intensity grade sheeting vide clause no.- 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel single iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade concrete 45 x 45 x 60 cm below the ground level as per approved drawing( ref. to MORT & H specification 801) i) 90 cm equilateral triangle
6
-
4087
... More
Providing & fixing of Retro -Reflectrorised traffic signs providing and fixing retro- reflectrories cautionary, mandatory and informtaory signs as per IRC-67 made of high intensity grade sheeting vide clause no.- 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel single iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade concrete 45 x 45 x 60 cm below the ground level as per approved drawing( ref. to MORT & H specification 801) iii) 60 cm circular
6
-
3591
... More
Providing & fixing of Retro -Reflectrorised traffic signs providing and fixing retro- reflectrories cautionary, mandatory and informtaory signs as per IRC-67 made of high intensity grade sheeting vide clause no.- 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel single iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade concrete 45 x 45 x 60 cm below the ground level as per approved drawing( ref. to MORT & H specification 801) vi) 60 X 60 cm square
5
-
4161
... More
IMPROVEMENT OF RIDING QUALITY ROAD FROM PATHRA PHC TO BHABANINAGAR NODI GHAT UNDER MEDINIPUR SADAR BLOCK IN THE DISTRICT OF PASCHIM MEDINIPUR
-
-
-
... More
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specifications Clause 201 for Rural Roads of MORD. (II) By Mechanical Means
a) In area of non-thorny jungle
0.8
-
23363
... More
Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary
(a) Depth up to 150 mm.
7625
-
14.4
... More
Construction of Embankment with Material Obtained
from Borrow Pits Construction of embankment with approved material obtained from borrow pits 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 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works)
4711.88
-
85.6
... More
Granular Sub-base with Graded Material (Table:- 400-1)
B. 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).
(ii) Grading – II (Pakur variety)
First Layer 75mm
Second Layer 75mm
1143.75
-
1649.05
... More
Water Bound Macadam Base Course Providing, laying, spreading and compacting stone aggregates 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 typeof 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).
(ii) Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm) (Pakur variety)
B. Manual Means 75 mm compacted thick
571.88
-
3168.15
... More
Water Bound Macadam Base Course Providing, laying, spreading and compacting stone aggregates 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 typeof 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).
(iii) Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) (Pakur variety)
B. Manual Means 75 mm compacted thick
571.88
-
3198.77
... More
Providing and applying primer coat with Cationic Bitumen Emulsion 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).
(i) For WBM
(with primer @ 0.850kg/sqm of SS-1 TYPE)
7625
-
28.49
... 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).
(ii) On Granular surfaces treated with primer (Using Bitumen emulsion at the rate of 0.275 kg per sqm.of RS-1 TYPE)
7625
-
8.79
... More
Open-Graded Premix Surfacing using Bituminous (Viscosity grade Paving Bitumen / Modified bitumen) Binder and Mobile Hot Mix Plant (Light Duty) 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, including thoroughly cleaning of the surface, screening, cleaning and pre-heatingstone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) 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 Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD. 20 mm thick (Pakur variety & VG-30)
7625
-
116.48
... More
Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 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). (Pakur variety & VG-30)
7625
-
39.08
... More
Supplying, spreading and consolidating Moorum to a depth of 75 mm at desired density and C.B.R. as per specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification. For hard shoulder
187.5
-
1045.57
... 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 sameholes 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
30
-
698
... More
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (ii) Ordinary kilometer stone (precast)
3
-
1564
... More
Providing & fixing of Retro -Reflectrorised traffic signs providing and fixing retro- reflectrories cautionary, mandatory and informtaory signs as per IRC-67 made of high intensity grade sheeting vide clause no.- 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel single iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade concrete 45 x 45 x 60 cm below the ground level as per approved drawing( ref. to MORT & H specification 801) iv) 800 mm x 600 mm rectangular for citizeninformation bord
2
-
5049
... More
Providing & fixing of Retro -Reflectrorised traffic signs providing and fixing retro- reflectrories cautionary, mandatory and informtaory signs as per IRC-67 made of high intensity grade sheeting vide clause no.- 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel single iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade concrete 45 x 45 x 60 cm below the ground level as per approved drawing( ref. to MORT & H specification 801) i) 90 cm equilateral triangle
8
-
4087
... More
Providing & fixing of Retro -Reflectrorised traffic signs providing and fixing retro- reflectrories cautionary, mandatory and informtaory signs as per IRC-67 made of high intensity grade sheeting vide clause no.- 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel single iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade concrete 45 x 45 x 60 cm below the ground level as per approved drawing( ref. to MORT & H specification 801) iii) 60 cm circular
4
-
3591
... More
Providing & fixing of Retro -Reflectrorised traffic signs providing and fixing retro- reflectrories cautionary, mandatory and informtaory signs as per IRC-67 made of high intensity grade sheeting vide clause no.- 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel single iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade concrete 45 x 45 x 60 cm below the ground level as per approved drawing( ref. to MORT & H specification 801) vi) 60 X 60 cm square
4
-
4161
... More
ADD GST @18%
0.18
-
82626710.28
... More
ADD LABOUR WELFARE CESS @1%
0.01
-
97499518.13
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