Department Of Paschimanchal Unnayan Affairs Tender
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Department Of Paschimanchal Unnayan Affairs - DPUA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date16 Mar 2023
Closing Date6 Apr 2023
Tender Amount₹ 5,35,95,496
Costs
EMD
₹ 10,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Improvement Of Road Connectivity Under Garhbeta-ii
Description
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Contact
Tender Id
2023_DPUA_494455_2Bid Award Id
ViewTender No
2nd CALL of 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
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)
(IV) Grading -II:
(Pakur Varity stone chips)
1524.75
2651967
1739.28
... More
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 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).
(ii) Grading-I Aggregate (63 mm to 45 mm) Using
Stone Screening Type B (11.2 mm) for 75mm thickness
b. Manual Means
(Pakur Varity stone chips)
562.5
1904428
3385.65
... More
Grading - II aggregate (53-22.4mm) with Type - B Screening for 75 mm compacted thickness. Using manual means :
(Pakur Varity stone chips)
562.5
1921651
3416.27
... 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 / WMM Surface: (with primer @ 0.70-1.0 kg/sqm)
7500
215025
28.67
... 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 0.25 to 0.30 kg per sqm.)
7500
66375
8.85
... More
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-heating stone 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.
7500
906675
120.89
... 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).
I) By Mechanical Means
(i) With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)
7500
301125
40.15
... More
Supplying, fitting and fixing R.C. Guard Post 1.37 m long with cement concrete 1:2:4 with graded stone chips of 13.2 mm down casting, curing complete including cost of providing 4 Nos. of 12 mm dia rod of length 1.54 m as main reinforcement and 6 Nos. of round shaped 8 mm dia rods used as binders ; the placing of the 1st binder should be at 75 mm below the top finished surface and the other 5 nos. of binders should be placed at 245 mm c/c; the guard post is of octagonal section with inscribed circle of diameter 24 cm at the base tapering to corresponding dimensions of 16 cm 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 mending good damages if any during striking off shuttering, making hole in ground of 47 cm depth and 30 cm minimum dia, fixing the guard post 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 vareity stone chips.
150
104700
698
... 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 perapproved drawing and Clause 801 of Specifications for
Road & Bridge Works of MoRT&H (5th Revision).
i)80 cm X 60 cm rectangle
8
40392
5049
... More
ii)60 cm circular
6
21546
3591
... More
iii)60 cm Equilaterall triangle
6
15912
2652
... 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
4692
1564
... More
Excavation for Structures For Pipe culvert
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.
24.96
2595
104
... 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.
93.77
60897
649.44
... More
Supply & Laying of polytheen sheet
2827.64
67863
24
... More
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications.
B PCC Grade M20 (Pakur Varity)
194.91
1218415
6251.17
... More
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD. 600 mm Dia
67.5
187004
2770.44
... 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
66.1
31067
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
13.2
10203
773
... More
Excavation for Structures Earth work in excavation of foundation of structuresas per drawing and technical ication,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 . a) upto 3 m depth
(i) With pumping out water including shoring as required.
252.1
31260
124
... More
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 hape 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.
USE OTHER THEN TATA/SAIL/RINL
5.27
262873
49881.17
... 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 specification. (E) RCC Grade M25 With Pakur Variety Stone chips (i) Height upto 5m
I) Using concrete Mixer for Box bridge
58.03
375019
6462.51
... More
Plain /Reinforced cement concrete grade with graded stone chips 19mm down including screening and cleaning approved stone chips and sand as necessary laying, finishing complete to camber and grade, curing with water, including cost and carriage of all materials and hire charges for form work including reinforcement complete as per drawing and Technical Specifications vide clause no. 2702 of MoRT&H’s Specification for Road & Bridge Works.
(E) PCC Grade M30 With Pakur Variety Stone chips
538.5
3510847
6519.68
... More
Providing and laying Cement concrete Wearing coat M-30 grade with graded stone chips 19mm down including screening and cleaning approved stone chips and sand as necessary laying, finishing complete to camber and grade, curing with water, including cost and carriage of all materials and hire charges for form work including reinforcement complete as per drawing and Technical Specifications vide clause no. 2702 of MoRT&H’s Specification for Road & Bridge Works.
(E) M30 grade With Pakur Variety Stone chips(for bridge)
2.66
17342
6519.68
... 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.
120
13800
115
... More
Earthwork in filling in foundation trenches with goodearth in layers not exceeding 15cm. includingwatering and ramming layer by layer complete withearth obtained from excavation of foundation orfrom fresh excavation of land arranged byDepartment within a lead of 150 m.
75.67
7031
92.92
... More
Providing and constructing Service Road of width
4.0 m to reach island location from one pier
location to another pier location with height
upto 1 m. by sand / dry soil filled cement /
polyethylene bags and removal of the same
after main construction activity
100
136500
1365
... More
iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight
1027
20540
20
... 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( bituminious+Con. road)
10110
145584
14.4
... More
For each additonal depth of 150 mm and part thereof.
(Sl no-1 part of 150mm depth)
3000
57000
19
... More
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications.
B RCC Grade M20 (Pakur Varity) for box bridge
10.89
68064
6250.17
... More
CONSTRUCTION OF BITUMINOUS ROAD FROM HOOMGARH HATTALA TO BARGIUTRA VIA KUNDRISOLE JL NO: 361 AT PIYASALA GRAM UNDRE GARHBETA-II DEV.BLOCK IN PASCHIM MEDINIPUR DISTRICT (PART-B)
-
-
-
... 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.
(I) By Mechanical Means
b) In area of non thorny jungle
0.3
7008
23363
... More
Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement)
6612.2
626836
94.8
... More
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)
(IV) Grading -II:
(Pakur Varity stone chips)
1237.5
2152359
1739.28
... More
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 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).
(ii) Grading-I Aggregate (63 mm to 45 mm) Using
Stone Screening Type B (11.2 mm) for 75mm thickness
b. Manual Means
(Pakur Varity stone chips)
393.75
1333099
3385.65
... More
Grading - II aggregate (53-22.4mm) with Type - B Screening for 75 mm compacted thickness. Using manual means :
(Pakur Varity stone chips)
393.75
1345156
3416.27
... 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 / WMM Surface: (with primer @ 0.70-1.0 kg/sqm)
5250
150517
28.67
... 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 0.25 to 0.30 kg per sqm.)
5250
46462
8.85
... More
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-heating stone 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.
5250
634672
120.89
... 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).
I) By Mechanical Means
(i) With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)
5250
210787
40.15
... 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.
105
79467
756.83
... More
Supplying, fitting and fixing R.C. Guard Post 1.37 m long with cement concrete 1:2:4 with graded stone chips of 13.2 mm down casting, curing complete including cost of providing 4 Nos. of 12 mm dia rod of length 1.54 m as main reinforcement and 6 Nos. of round shaped 8 mm dia rods used as binders ; the placing of the 1st binder should be at 75 mm below the top finished surface and the other 5 nos. of binders should be placed at 245 mm c/c; the guard post is of octagonal section with inscribed circle of diameter 24 cm at the base tapering to corresponding dimensions of 16 cm 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 mending good damages if any during striking off shuttering, making hole in ground of 47 cm depth and 30 cm minimum dia, fixing the guard post 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 vareity stone chips.
80
55840
698
... 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 perapproved drawing and Clause 801 of Specifications for
Road & Bridge Works of MoRT&H (5th Revision). i)80 cm X 60 cm rectangle
6
30294
5049
... More
ii)60 cm circular
4
14364
3591
... More
iii)60 cm Equilaterall triangle
4
10608
2652
... 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
4692
1564
... More
Excavation for Structures For Pipe culvert
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.
34.94
3633
104
... 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.(For structure work)
6.55
4253
649.44
... More
Supply & Laying of polytheen sheet
3043.68
73048
24
... More
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications.
B PCC Grade M20 (Pakur Varity)
27.22
170156
6251.17
... More
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications. PCC Grade M30 (Pakur Varity)
600
3911808
6519.68
... More
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD. 600 mm Dia
52.5
145448
2770.44
... More
iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight
3000
60000
20
... 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(Bituminious+Con.road)
8250
118800
14.4
... More
For each additonal depth of 150 mm and part thereof.
(Sl no-1 part of 150mm depth)
3000
57000
19
... More
CONSTRUCTION OF BITUMINOUS ROAD FROM DHABANI PITCH ROAD ( VIA CHATRA VILLAGE ROAD) TO CHANDABILA PITCH ROAD UNDER GARHBETA-II DEV. BLOCK IN PASCHIM MEDINIPUR DISTRICT.
-
-
-
... 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.
(I) By Mechanical Means
b) In area of non thorny jungle
0.52
12148
23363
... More
Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement)
11843
1122716
94.8
... More
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)
(IV) Grading -II:
(Pakur Varity stone chips)
2016
3506388
1739.28
... More
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 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).
(ii) Grading-I Aggregate (63 mm to 45 mm) Using
Stone Screening Type B (11.2 mm) for 75mm thickness
b. Manual Means
(Pakur Varity stone chips)
731.25
2475756
3385.65
... More
Grading - II aggregate (53-22.4mm) with Type - B Screening for 75 mm compacted thickness. Using manual means :
(Pakur Varity stone chips)
731.25
2498147
3416.27
... 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 / WMM Surface: (with primer @ 0.70-1.0 kg/sqm)
9750
279825
28.7
... 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 0.25 to 0.30 kg per sqm.)
9750
86385
8.86
... More
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-heating stone 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.
9750
1179067
120.93
... 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).
I) By Mechanical Means
(i) With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)
9750
391657
40.17
... 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.
195
147581
756.83
... More
Supplying, fitting and fixing R.C. Guard Post 1.37 m long with cement concrete 1:2:4 with graded stone chips of 13.2 mm down casting, curing complete including cost of providing 4 Nos. of 12 mm dia rod of length 1.54 m as main reinforcement and 6 Nos. of round shaped 8 mm dia rods used as binders ; the placing of the 1st binder should be at 75 mm below the top finished surface and the other 5 nos. of binders should be placed at 245 mm c/c; the guard post is of octagonal section with inscribed circle of diameter 24 cm at the base tapering to corresponding dimensions of 16 cm 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 mending good damages if any during striking off shuttering, making hole in ground of 47 cm depth and 30 cm minimum dia, fixing the guard post 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 vareity stone chips.
150
104700
698
... 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 perapproved drawing and Clause 801 of Specifications for
Road & Bridge Works of MoRT&H (5th Revision). i)80 cm X 60 cm rectangle
8
40392
5049
... More
ii)60 cm circular
4
14364
3591
... More
iii)60 cm Equilaterall triangle
4
10608
2652
... 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
4692
1564
... More
Excavation for Structures For drain ,guard wall ,slab culvert
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 .
207.77
25763
124
... 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.
64.94
42173
649.43
... 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.
3690
88560
24
... More
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications.(Pakur Varity)
A PCC Grade M20
169.8
1061448
6251.17
... More
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications.
B RCC Grade M20 (Pakur Varity)
20.79
129941
6250.17
... More
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications.(Pakur Varity)
A PCC Grade M30
738
4811523
6519.68
... 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
69.26
6371
92
... More
Single Brick Flat Soling of picked jhama bricks including ramming and
dressing bed to proper level and filling joints with local sand
142.2
48774
343
... More
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
1.63
79143
48554.42
... 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 (Bituminious+Con.road)
13440
193536
14.4
... More
(b) For each additional Depth of 150mm and part
thereof.
3690
70110
19
... More
(iv) Providing and filling joint sealing compound as
per drawings and technical specifications with
coarse sand and 6% bitumen by weight
1320
26400
20
... 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.
100
11500
115
... More
ADD GST @18%
0.18
8094637
44970209.87
... More
ADD LABOUR WELFARE CESS @1%
0.01
530648
53064847.65
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