Department Of Paschimanchal Unnayan Affairs Tender
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Department Of Paschimanchal Unnayan Affairs - DPUA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Feb 2023
Closing Date1 Mar 2023
Tender Amount₹ 5,67,04,178
Costs
EMD
₹ 10,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Road Connectivity Under Rajnagar, Dubrajpur And Rampurhat-i
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_DPUA_468777_2Bid Award Id
ViewTender No
e-NIT No. 14/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
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 equired 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)
3685.5
-
85.6
... More
Construction of Subgrade and Earthen Shoulders
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)
5108.25
-
94.8
... 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 direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. (a) Depth up to 150 mm.
2437.5
-
14.4
... 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).
(iii) Grading – II (Panchami Variety)
1642.55
-
1208.86
... 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
696.96
-
1968.57
... 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 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-2 Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm)
B. Manual Means (Panchami Variety)
883.43
-
2043.96
... More
Prime Coat
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 ncluding 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)
9292.84
-
29.83
... More
Primer Coat
Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(ii) On Granular surfaces treated with primer
(Using Bitumen emulsion at the rate of 0.25 to
0.30 kg per sqm.)
9292.84
-
10.46
... 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-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.(Panchami Variety)
9292.84
-
104.36
... More
Tack Coat
Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(ii) On Bituminus surface
(Using Bitumen emulsion at the rate of 0.20 to 0.30 kg per sqm.)
9292.84
-
9.63
... More
Seal Coat
B. 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).
II By Manual Means(Panchami Variety)
With Hot Bitumen Binder (@ 9.80 kg / 10 sqm.)
9292.84
-
39.89
... 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.
(d) M-30 Grade:
(i) Using concrete mixer.
435.09
-
5019.45
... 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.
(b) Where staging is not required.
232.05
-
214
... 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.
2486.25
-
24
... More
Filler joint
(iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight
426.94
-
20
... More
Cross Drainage Works:-Excavation for Structures
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.
6.08
-
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
2.03
-
621.74
... More
Labour for laying, fitting and fixing in position RCC spun pipe (NP- 2) with collar, in canal banks, roads including caulking the joints as and when necessary with cement mortar (proportion 1:2) jute and bitumen etc. as approved, including preparing sub grade, curing, cost of carriage of pipes and collars from departmental stockyard complete.
(c) 30 cm dia
30
-
89.3
... More
Supplying R.C. Hume / spun pipe & collars of different dia metre at site or departmental godown including loading, unloading, carriage, stacking complete
(A) CLASS-NP-2
(b) (i) 300 mm dia pipe
30
-
992.1
... More
Supplying R.C. Hume / spun pipe & collars of different dia metre at site or departmental godown including loading, unloading, carriage, stacking complete
(A) CLASS-NP-2
(b) (ii) Collar for above.
8
-
413.4
... More
Excavation for Structures
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.
31.9
-
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
5.4
-
621.88
... 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.
60
-
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.
(b) Where staging is not required.
93
-
214
... 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-20Grade: Using concrete mixer.
19.5
-
4915.15
... More
Supplying, fitting and placing uncoated 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.
P.W.D(W.B) Road Schedule of Rates P-299 It. no. 12.21
(Rate as per analysis)
0.71
-
55699.2
... 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.
(c) Above 900 mm dia Hume pipe
10
-
154
... More
Excavation for Structures
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.
66.55
-
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
8.79
-
621.74
... 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.
58.61
-
24
... More
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)
In ground floor
(A) [Pakur Variety]
(a) 1:3:6 proportion
5.42
-
4233
... More
Bedding for Pipe
i) Type A (Concrete Cradle) Bedding
Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) for Rural Roads of MORD (Panchami Variety)
13.83
-
4654.26
... 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 but excluding excavation,
protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 for Rural Roads of MORD.
(B) 1000 mm dia
15
-
5465.84
... 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.
46.87
-
4497.26
... More
Road Furniture Works:-Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for
Road & Bridge Works of MoRT&H (5th Revision).
60 cm eqilateral triangle
15
-
2652
... More
Retro-Reflectorised Traffic Signs
Providing and fixing of retro-reflectorised cautonary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 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)..
iii) 60 cm circular
10
-
3591
... More
Retro-Reflectorised Traffic Signs
Providing and fixing of retro-reflectorised cautonary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 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)..
iii) 60 cm x 60 cm square
6
-
4161
... More
Direction and Place Identification Signs upto 0.9 sqm Size Board.
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 not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 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)..
1.44
-
9053
... More
Kilometre Stone
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)
6
-
1564
... More
R.C. Guard post
Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the 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 nscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white/tannery yellow and black to 90 cm length standing up above ground after mendinggood damages if any during striking off shuttering,making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect.
With Pakur variety stone chips
60
-
698
... More
PCC Drain Works:-Excavation for Structures
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.
325
-
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
41.44
-
621.74
... 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.
650
-
24
... 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.
(b) M-20 Grade: Using concrete mixer. (Panchami Variety)
172.25
-
4497.26
... More
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(i) With 1:6 cement mortar
(c) 15 mm thick plaster
1137.5
-
135
... More
Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
1137.5
-
34
... 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.
(b) Where staging is not required.
1300
-
214
... More
Protective Works:-Excavation for Structures
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.
133.88
-
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
20.25
-
621.74
... 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.
135
-
24
... More
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)
In ground floor
(A) [Pakur Variety]
(a) 1:3:6 proportion
13.5
-
4233
... 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.
157.5
-
4497.26
... More
Construction Of Road from kalitala to Chharar Moreunder Narayanpur G.P, Rampurhat-I Block, in the Ditrict of Birbhum
-
-
-
... More
Clearing and Grubbing Road Land 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 Manual Means a) In area of non-thorny jungle (PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 233, Item no- 2.04 (I) (a) )
0.08
-
44978
... 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 equired 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)
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 239, Item no- 3.11 )
2672.4
-
85.6
... More
Construction of Subgrade and Earthen Shoulders
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)
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 239, Item no- 3.14 )
418.7
-
94.8
... 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.(Rampurhat Variety)
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 245, Item no- 4.04)
60.13
-
833.4
... 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).
(iii) Grading - II (Rampurhat Variety)
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 246, Item no- 4.08 (B)
781.68
-
1038.97
... 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 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-1 Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm)(Rampurhat Variety)
B. Manual Means
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 248, Item no- 4.11 (ii)
435.48
-
1559.09
... 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 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)
(iii) Grading-2 Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm)(Rampurhat Variety)
B. Manual Means
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 248, Item no- 4.11 (iii)
375.81
-
1634.48
... More
Prime Coat
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 ncluding 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)
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 251, Item no- 5.01
5060.86
-
29.92
... More
Tack Coat
Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(ii) On Granular surfaces treated with primer
(Using Bitumen emulsion at the rate of 0.25 to 0.30 kg per sqm.)
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 251, Item no- 5.02
5010.75
-
10.5
... 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-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.(Rampurhat Variety)
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 254, Item no- 5.11
5010.75
-
90.27
... More
Seal Coat
B. 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).
II By Manual Means
With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)(Rampurhat Variety)
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 258, Item no- 5.13B
5010.75
-
34.02
... 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. (PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 240, Item no- 3.16
1093.95
-
14.4
... 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).
(iii) Grading - II (Rampurhat Variety)
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 246, Item no- 4.08 (B)
82.05
-
1038.97
... 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.
(PWD BUILDING SCHEUDLE 30 Aug'18 upto date Page no- 47, Item no- 3 )
1051.88
-
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.
(b) Where staging is not required.
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 332, Item no- 18.05
98.18
-
214
... 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.
(d) M-30 Grade (Rampurhat variety)
Using concrete mixer.
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 332, Item no- 18.07
184.08
-
4822.46
... More
Filler joint
(iv) Providing and filling joint sealing compound as
per drawings and technical specifications with
coarse sand and 6% bitumen by weight
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 314, Item no- 14.13
168.75
-
20
... More
Protective Works:-Excavation for Structures -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.
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 284, Item no- 12.01 )
41.95
-
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
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 286, Item no- 12.04 )
7.4
-
621.88
... 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.
(PWD BUILDING SCHEUDLE 30 Aug'18 upto date Page no- 47, Item no- 3 )
42.3
-
24
... 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 (Rampurhat variety)
Using concrete mixer.
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 332, Item no- 18.07
46.53
-
4243.1
... 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.
(b) Where staging is not required.
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 332, Item no- 18.05
184.23
-
214
... 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.
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 304, Item no- 13.03 )
69
-
115
... More
Cross Drainage works:- Excavation for Structures
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.
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 282, Item no- 11.01 )
5.06
-
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
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 286, Item no- 12.04 )
1.52
-
621.88
... More
Labour for laying, fitting and fixing in position RCC spun pipe (NP- 2) with collar, in canal banks, roads including caulking the joints as and when necessary with cement mortar (proportion 1:2) jute and bitumen etc. as approved, including preparing sub grade, curing, cost of carriage of pipes and collars from departmental stockyard complete.
(c) 30 cm dia
(I & WD SCHEUDLE Page no- 30, Item no- 7.04 )
22.5
-
89.3
... More
Supplying R.C. Hume / spun pipe & collars of different dia metre at site or departmental godown including loading, unloading, carriage, stacking complete
(A) CLASS-NP-2
(b) (i) 300 mm dia pipe
(I & WD SCHEUDLE Page no- 34, Item no- 8.04 A b ii)
22.5
-
992.1
... More
Supplying R.C. Hume / spun pipe & collars of different dia metre at site or departmental godown including loading, unloading, carriage, stacking complete
(A) CLASS-NP-2
(b) (ii) Collar for above.
(I & WD SCHEUDLE Page no- 34, Item no- 8.04 A b ii)
6
-
413.4
... 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.
(a) Upto 600 mm dia Hume pipe
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 231, Item no- 2.13 (a) )
10
-
154
... More
Excavation for Structures
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.
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 282, Item no- 11.01 )
24.39
-
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
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 286, Item no- 12.04 )
3.63
-
621.88
... 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.
(PWD BUILDING SCHEUDLE 30 Aug'18 upto date Page no- 47, Item no- 13 )
30.94
-
24
... 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 (Rampurhat variety)
Using concrete mixer.
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 332, Item no- 18.07
11.08
-
4243.1
... More
Bedding for Pipe
i) Type A (Concrete Cradle) Bedding
Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) for Rural Roads of MORD (Rampurhat)
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 282, Item no- 11.02 )
8.25
-
4400.1
... 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 but excluding excavation,
protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 for Rural Roads of MORD.
(D) 600 mm dia
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 282, Item no- 11.03 D )
22.5
-
3020.44
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD.
(b) Rubble Stone Masonry in Cement Mortar
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 234, Item no- 2.07 )
6.99
-
280
... 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.
(I) By Manual Means
b) Cement Concrete
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 233, Item no- 2.05
1.45
-
399
... 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
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 233, Item no- 2.05 )
2.5
-
773
... 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
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 284, Item no- 12.01 )
46.68
-
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
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 286, Item no- 12.04 )
4.64
-
621.88
... 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.
(b) Where staging is not required.
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 332, Item no- 18.05
98.54
-
214
... 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 (Rampurhat variety)
Using concrete mixer.
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 332, Item no- 18.07
58.74
-
4243.1
... 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.
(d) M-25 Grade (Rampurhat variety)
Using concrete mixer.
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 332, Item no- 18.07
3.3
-
4822.46
... 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 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.
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 311, Item no- 14.03
0.19
-
51130.93
... 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.
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 304, Item no- 13.03 )
12
-
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.
(PWD BUILDING SCHEUDLE 30 Aug'18 upto date Page no- 47, Item no- 3 )
50.9
-
24
... More
Drain Works:-Excavation for Structures-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.
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 276, Item no- 12.01 )
15.75
-
114
... 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
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 286, Item no- 12.04 )
4.73
-
621.88
... 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.
(b) Where staging is not required.
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 332, Item no- 18.05
137.09
-
214
... 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 (Rampurhat variety)
Using concrete mixer.
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 332, Item no- 18.07
20.48
-
4400.1
... 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.
(PWD BUILDING SCHEUDLE 30 Aug'18 upto date Page no- 47, Item no- 3 )
189
-
24
... More
Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for
Road & Bridge Works of MoRT&H (5th Revision).
ii) 60 cm equilateral triangle
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 269, Item no- 8.04 (ii) )
5
-
2652
... More
Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for
Road & Bridge Works of MoRT&H (5th Revision).
iii) 60 cm Circular
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 269, Item no- 8.04 (iii) )
5
-
3591
... More
Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for
Road & Bridge Works of MoRT&H (5th Revision).
vi) 60 cm X 60 cm Square
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 269, Item no- 8.04 (vi) )
5
-
4161
... More
Direction and Place Identification Signs upto 0.9 sqm Size Board.
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 not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 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).
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 270, Item no- 8.05 )
1.44
-
9053
... More
Kilometre Stone
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)
(PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 271, Item no- 8.10 (ii) )
2
-
1564
... More
R.C. Guard post
Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the 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 nscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white/tannery yellow and black to 90 cm length standing up above ground after mendinggood damages if any during striking off shuttering,making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect.
With Pakur variety stone chips
(PWD ROADS SCHEUDLE 2015-16 Page no- 272, Item no- 8.16)
50
-
698
... More
Construction Of Road from Chinpai petrol pump to Deychandra via kamalpur Tapaspur under Dubrajpur Block in the Ditrict of Birbhum
-
-
-
... More
Clearing and Grubbing Road Land 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 Manual Means
a) In area of non-thorny jungle
0.19
-
44978
... 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 equired 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)
1332
-
85.6
... More
Construction of Subgrade and Earthen Shoulders
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)
2992.5
-
94.8
... More
Compacting original ground supporting subgrade loosening of the ground upto a level of 300 mm below the subgrade level,watered,graded andcompacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per clause 305.3.4 of specifications for Road &Bridge Works of MORT&H (5 th Revision)
2071.88
-
55.5
... 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.
1220
-
14.4
... 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).
(iii) Grading – II (Panchami Variety)
1903.07
-
1234.13
... 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
889.31
-
2029.47
... 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 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-2 Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm)
B. Manual Means (Panchami Variety)
982.64
-
2104.86
... More
Prime Coat
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 ncluding 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)
11857.5
-
29.71
... 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-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.(Panchami Variety)
11857.5
-
105.49
... More
Tack Coat
Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(ii) On Bituminus surface
(Using Bitumen emulsion at the rate of 0.20 to 0.30 kg per sqm.)
11857.5
-
10.43
... More
Seal Coat
B. 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).
II By Manual Means(Panchami Variety)
With Hot Bitumen Binder (@ 9.80 kg / 10 sqm.)
11857.5
-
40.14
... 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.
(d) M-30 Grade:
(i) Using concrete mixer.
217.77
-
5059.25
... 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.
(b) Where staging is not required.
142.8
-
214
... 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.
1244.4
-
24
... More
Filler joint
(iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight
271.45
-
20
... More
Cross Drainage Works:-Excavation for Structures-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.
10.63
-
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
3.54
-
621.74
... More
Labour for laying, fitting and fixing in position RCC spun pipe (NP- 2) with collar, in canal banks, roads including caulking the joints as and when necessary with cement mortar (proportion 1:2) jute and bitumen etc. as approved, including preparing sub grade, curing, cost of carriage of pipes and collars from departmental stockyard complete.
(c) 30 cm dia
52.5
-
89.3
... More
Supplying R.C. Hume / spun pipe & collars of different dia metre at site or departmental godown including loading, unloading, carriage, stacking complete
(A) CLASS-NP-2
(b) (i) 300 mm dia pipe
52.5
-
992.1
... More
Supplying R.C. Hume / spun pipe & collars of different dia metre at site or departmental godown including loading, unloading, carriage, stacking complete
(A) CLASS-NP-2
(b) (ii) Collar for above.
14
-
413.4
... More
Excavation for Structures
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.
32.4
-
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
5.4
-
621.88
... 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.
60
-
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.
(b) Where staging is not required.
93
-
214
... 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-20Grade: Using concrete mixer.
19.5
-
4915.15
... More
Supplying, fitting and placing uncoated 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.
P.W.D(W.B) Road Schedule of Rates P-299 It. no. 12.21
(Rate as per analysis)
0.71
-
55581.09
... 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.
(c) Above 900 mm dia Hume pipe
10
-
154
... More
Excavation for Structures
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.
66.55
-
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
8.79
-
621.74
... 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.
58.61
-
24
... More
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)
In ground floor
(A) [Pakur Variety]
(a) 1:3:6 proportion
5.42
-
4233
... More
Bedding for Pipe
i) Type A (Concrete Cradle) Bedding
Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) for Rural Roads of MORD (Panchami Variety)
13.83
-
4692.06
... 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 but excluding excavation,
protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 for Rural Roads of MORD.
(B) 1000 mm dia
15
-
5465.84
... 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.
46.87
-
4535.06
... More
Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for
Road & Bridge Works of MoRT&H (5th Revision).
60 cm eqilateral triangle
15
-
2652
... More
Retro-Reflectorised Traffic Signs
Providing and fixing of retro-reflectorised cautonary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 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)..
iii) 60 cm circular
10
-
3591
... More
Retro-Reflectorised Traffic Signs
Providing and fixing of retro-reflectorised cautonary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 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)..
iii) 60 cm x 60 cm square
6
-
4161
... More
Direction and Place Identification Signs upto 0.9 sqm Size Board.
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 not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 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)..
1.44
-
9053
... More
Kilometre Stone
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)
6
-
1564
... More
R.C. Guard post
Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the 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 nscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white/tannery yellow and black to 90 cm length standing up above ground after mendinggood damages if any during striking off shuttering,making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect.
With Pakur variety stone chips
60
-
698
... More
PCC Drain:- Excavation for Structures
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.
625
-
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
79.68
-
621.74
... 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.
1250
-
24
... 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.
(b) M-20 Grade: Using concrete mixer. (Panchami Variety)
331.25
-
4535.06
... More
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(i) With 1:6 cement mortar
(c) 15 mm thick plaster
2187.5
-
135
... More
Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
2187.5
-
34
... 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.
(b) Where staging is not required.
2500
-
214
... More
PROTECTIVE WORKS:- Excavation for Structures
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.
93.39
-
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
14.71
-
621.74
... 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.
102
-
24
... More
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)
In ground floor
(A) [Pakur Variety]
(a) 1:3:6 proportion
9.81
-
4233
... 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.
114.45
-
4535.06
... More
Construction Of Bituminous Road from Darbesh to Dharampur village under Dubrajpur Block in the Ditrict of Birbhum.
-
-
-
... More
Clearing and Grubbing Road Land 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 Manual Means
a) In area of non-thorny jungle
0.46
-
44978
... 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 equired 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)
2460
-
85.6
... More
Construction of Subgrade and Earthen Shoulders
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)
4189.48
-
94.8
... More
Compacting original ground supporting subgrade loosening of the ground upto a level of 300 mm below the subgrade level,watered,graded andcompacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per clause 305.3.4 of specifications for Road &Bridge Works of MORT&H (5 th Revision)
2812.65
-
55.5
... 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.
2437.5
-
14.4
... 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).
(iii) Grading – II (Panchami Variety)
2634.7
-
1234.13
... 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
1317.35
-
2029.47
... 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 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-2 Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm)
B. Manual Means (Panchami Variety)
1317.35
-
2104.86
... More
Prime Coat
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 ncluding 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)
17564.68
-
29.71
... 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-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.(Panchami Variety)
17564.68
-
105.49
... More
Tack Coat
Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(ii) On Bituminus surface
(Using Bitumen emulsion at the rate of 0.20 to 0.30 kg per sqm.)
17564.68
-
10.43
... More
Seal Coat
B. 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).
II By Manual Means(Panchami Variety)
With Hot Bitumen Binder (@ 9.80 kg / 10 sqm.)
17564.68
-
40.14
... More
CROSS DRAINAGE WORKS: Excavation for Structures
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.
7.59
-
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
2.53
-
621.74
... More
Labour for laying, fitting and fixing in position RCC spun pipe (NP- 2) with collar, in canal banks, roads including caulking the joints as and when necessary with cement mortar (proportion 1:2) jute and bitumen etc. as approved, including preparing sub grade, curing, cost of carriage of pipes and collars from departmental stockyard complete.
(c) 30 cm dia
37.5
-
89.3
... More
Supplying R.C. Hume / spun pipe & collars of different dia metre at site or departmental godown including loading, unloading, carriage, stacking complete
(A) CLASS-NP-2
(b) (i) 300 mm dia pipe
37.5
-
992.1
... More
Supplying R.C. Hume / spun pipe & collars of different dia metre at site or departmental godown including loading, unloading, carriage, stacking complete
(A) CLASS-NP-2
(b) (ii) Collar for above.
10
-
413.4
... 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.
(c) Above 900 mm dia Hume pipe
10
-
154
... More
Excavation for Structures
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.
66.55
-
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
8.79
-
621.88
... 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.
58.61
-
24
... More
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)
In ground floor
(A) [Pakur Variety]
(a) 1:3:6 proportion
5.42
-
4233
... More
Bedding for Pipe
i) Type A (Concrete Cradle) Bedding
Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) for Rural Roads of MORD (Panchami Variety)
13.83
-
4692.06
... 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 but excluding excavation,
protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 for Rural Roads of MORD.
(B) 1000 mm dia
15
-
5465.84
... 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.
46.87
-
4535.06
... More
Excavation for Structures
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.
32.4
-
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
5.4
-
621.74
... 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.
60
-
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.
(b) Where staging is not required.
93
-
214
... 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.
19.5
-
4884.91
... More
Supplying, fitting and placing uncoated 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.
P.W.D(W.B) Road Schedule of Rates P-299 It. no. 12.21
(Rate as per analysis)
0.71
-
55610.62
... More
Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for
Road & Bridge Works of MoRT&H (5th Revision).
60 cm eqilateral triangle
15
-
2652
... More
Retro-Reflectorised Traffic Signs
Providing and fixing of retro-reflectorised cautonary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 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)..
iii) 60 cm circular
10
-
3591
... More
Retro-Reflectorised Traffic Signs
Providing and fixing of retro-reflectorised cautonary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 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)..
iii) 60 cm x 60 cm square
6
-
4161
... More
Direction and Place Identification Signs upto 0.9 sqm Size Board.
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 not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 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)..
1.44
-
9053
... More
Kilometre Stone
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)
6
-
1564
... More
R.C. Guard post
Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the 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 nscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white/tannery yellow and black to 90 cm length standing up above ground after mendinggood damages if any during striking off shuttering,making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect.
With Pakur variety stone chips
60
-
698
... More
PCC DRAIN:- Excavation for Structures
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.
200
-
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
25.5
-
621.74
... 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.
399.68
-
24
... 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.
(b) M-20 Grade: Using concrete mixer. (Panchami Variety)
106
-
4535.06
... More
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(i) With 1:6 cement mortar
(c) 15 mm thick plaster
700
-
135
... More
Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
700
-
34
... 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.
(b) Where staging is not required.
800
-
214
... More
PROTECTIVE WORKS:- Excavation for Structures
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.
133.88
-
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
20.25
-
621.74
... 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.
135
-
24
... More
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)
In ground floor
(A) [Pakur Variety]
(a) 1:3:6 proportion
13.5
-
4174
... 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.
154.47
-
4535.06
... More
Add GST @18%
47578601.88
-
0.18
... More
Add Cess @ 1%
56142750.22
-
0.01
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