Department Of Paschimanchal Unnayan Affairs Tender
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Department Of Paschimanchal Unnayan Affairs - DPUA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date16 Mar 2023
Closing Date6 Apr 2023
Tender Amount₹ 5,84,00,541
Costs
EMD
₹ 10,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Improvement Of Road Connectivity In Hirbandh
Description
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Contact
Tender Id
2023_DPUA_494388_2Bid Award Id
ViewTender No
2nd CALL of e-NIT No. 13/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
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)
4016.25
380740
94.8
B. By Mix in Place Method :
Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(ii) Grading – II 1st Layer
529.28
870815
1645.27
B. By Mix in Place Method :
Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(ii) Grading – II 2nd Layer
490.08
806310
1645.27
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
153
104281
681.58
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(ii) Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm)
490.08
1552995
3168.87
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 - II aggregate (53mm to 22.4mm) Using
Stone Screening Type B (11.2 mm) for 75mm thickness.
B. Manual Means :
490.08
1568001
3199.49
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 including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(i) For WBM / WMM Surface:
6534.38
216520
33.14
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.)
6534.38
67072
10.26
Open-Graded Premix Surfacing using Viscosity grade Paving Bitumen and HMP
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 tipper trucks or by any other suitable arrangements, laying the mixture uniformly over the surface with paver finisher, including manual operations as and when required for proper line, grade and level to serve as wearing course on a previously prepared base, including mixing in Hot Mix Plant and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Hot Mix Plant and other machinery, pay of operators, cost of fuel and lubricants etc. complete as per Clause 510 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
6534.38
816310
124.93
Seal Coat
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).
6534.38
281610
43.1
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)
3
4692
1564
Supplying, fitting and fixing R.C. Guard Post 1.37 m long with cement concrete 1:2:4 with graded stone chips of 13.2 mm down casting, curing complete including cost of providing 4 Nos. of 12 mm dia rod of length 1.54 m as main reinforcement and 6 Nos. of round shaped 8 mm dia rods used as binders ; the placing of the 1st binder should be at 75 mm below the top finished surface and the other 5 nos. of binders should be placed at 245 mm c/c; the guard post is of octagonal section with inscribed circle of diameter 24 cm at the base tapering to corresponding dimensions of 16 cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white / tannery yellow and black to 90 cm. length standing up above ground after mending good damages if any during striking off shuttering, making hole in ground of 47 cm depth and 30 cm minimum dia, fixing the guard post in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect. With Pakur vareity stone chips.
400
279200
698
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 perapproved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).iv)80 cm X 60 cm rectangle
10
50490
5049
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 perapproved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)iii)60 cm circular
10
35910
3591
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 perapproved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)ii)60 cm Equilaterall triangle
10
26520
2652
Direction and Place Identification Signs with size more than 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 exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)..
2
18712
9356
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
(ii) With pumping out water excluding shoring
475.6
54218
114
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
32.8
21065
642.25
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.
49.2
255533
5193.77
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.
30.75
6580
214
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.
656
15744
24
Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost
and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control,sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.
A PCC Grade M20
420.25
2570509
6116.62
Providing weep holes in brick masonary/ plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical Specifications.
158
18170
115
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
b) 20 mm thick plaster
750.25
114788
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
750.25
25508
34
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
(ii) With pumping out water excluding shoring
572.24
65235
114
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
42
26974
642.25
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.
25.2
130883
5193.77
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.
42.8
9159
214
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.
320.64
7695
24
Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.
A PCC Grade M20
219.28
1341252
6116.62
Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.
A RCC Grade M30
32.4
206716
6380.13
Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and directionof Engineer-in-charge (ii) (a) Tor Steel rods / HYSD bars / TMT bars
Other than above (Fe 415 /Fe 500 /Fe 500D, (9th Corri. P-1)
2.56
124343
48571.84
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
b) 20 mm thick plaster
58.4
8935
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
58.4
1985
34
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
(ii) With pumping out water excluding shoring
69.52
7925
114
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
7.04
4521
642.25
Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.
A PCC Grade M20
36.28
221910
6116.62
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
2.4
12841
5350.77
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. (C) 600 mm dia
30
85735
2857.84
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
b) 20 mm thick plaster
82.84
12674
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
82.84
2816
34
Construction of Bituminous Road from Nanda Adibasi Para to PMGSY Road of Aluyara Gram Under Hirbandh Block in the District of Bankura.
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specifications Clause 201 for Rural Roads of MORD.
(II) By Manual Means
b) In area of thorny jungle
1.6
96457
60286
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works)
4320
369792
85.6
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)
9450
895860
94.8
Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed. (b) By mechanical means (without milling machine) :
(i) From 25 mm to 50 mm thick.
8400
189840
22.6
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.
2940
42336
14.4
B. By Mix in Place Method :
Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(ii) Grading – II 1st Layer
599.63
986553
1645.27
B. By Mix in Place Method :
Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(ii) Grading – II 2nd Layer
507.38
834777
1645.27
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
360
245368
681.58
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(ii) Grading-I Aggregate (63 mm to 45 mm) Using
Stone Screening Type B (11.2 mm) for 75mm thickness
B. Manual Means :
507.38
1607821
3168.87
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 - II aggregate (53mm to 22.4mm) Using
Stone Screening Type B (11.2 mm) for 75mm thickness.
B. Manual Means :
1153.13
3689427
3199.49
Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(i) For WBM / WMM Surface: (with primer @ 0.70-1.0 kg/sqm)
15375
509527
33.14
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). (i) On Bituminous Surface
(Using Bitumen Emulsion at the rate of 0.20 to
0.30 kg per sqm.)
15375
157747
10.26
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.
15375
1920798
124.93
Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
I) By Mechanical Means
(i) With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)
15375
662662
43.1
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)
5
7820
1564
Supplying, fitting and fixing R.C. Guard Post 1.37 m long with cement concrete 1:2:4 with graded stone chips of 13.2 mm down casting, curing complete including cost of providing 4 Nos. of 12 mm dia rod of length 1.54 m as main reinforcement and 6 Nos. of round shaped 8 mm dia rods used as binders ; the placing of the 1st binder should be at 75 mm below the top finished surface and the other 5 nos. of binders should be placed at 245 mm c/c; the guard post is of octagonal section with inscribed circle of diameter 24 cm at the base tapering to corresponding dimensions of 16 cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white / tannery yellow and black to 90 cm. length standing up above ground after mending good damages if any during striking off shuttering, making hole in ground of 47 cm depth and 30 cm minimum dia, fixing the guard post in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect. With Pakur vareity stone chips.
260
181480
698
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 perapproved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).iv)80 cm X 60 cm rectangle
12
60588
5049
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 perapproved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)iii)60 cm circular
12
43092
3591
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 perapproved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)ii)60 cm Equilaterall triangle
12
31824
2652
Direction and Place Identification Signs with size more than 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 exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)..
2
18712
9356
Dismantling of all type of concrete Dismantling of existing structures like culverts, bridges,retaining walls and other structure comprising of masonry, cement concrete, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specifications Clause 202 for Rural
Roads of MORD.(II) By Mechanical Means a) Cement Concrete
215.2
101144
470
Dismantling of all type of concrete 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) Reinfofced Cement Concrete
30
23190
773
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD.
18
5040
280
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.
15
2310
154
Providing and constructing service road of width 4.0 m to reach island location from one pier location to another pier location with height upto 1 m by sand / dry soil filled cement / polythene bags and removl of the same after main construction activity.
30
40950
1365
Earth Work in excavation of foundation of structure as per drawing and technical specification, including setting out, removing, spreading or stacking od spoils within a lead of 150 m as directed and including triming the sides of the treanches, leveling, dressing and ramming the bottom, and backfilling with approved material compltet as per direction of the Engineer- in -charge.
549.24
25814
47
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 complete including supplying of sand. Quality of sand is approved by Engineer-in-charge.
43.65
28034
642.25
Supplying and laying ploythene sheet (150gm/sq.m) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
168.2
4036
24
Providing and laying boulders apron on river bed
for protection against scour with stone boulders
weighing not less than 40 kg each complete as per
drawing and Technical specification. Boulder Laid
Dry Without Wire Crates.
136.22
363966
2671.9
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. M15 grade using concrete mixer
58.57
304199
5193.77
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.
107.63
23032
214
Plain/ Reinforced cement concrete in open foundation with or without reinforcements in any part of foundation of bridge / culverts with graded stone chips of appropriate nominal sizes, including screeing and cleaning of coarse aggregates, fine aggregates (sand) conforming to proper grading zones, both of approved quality and cement, as necessary, cost of curing of water, including cost & carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. A) PCC Grade Concrete M20 I) Using Concrete Mixture.
91.66
560649
6116.62
Plain/ Reinforced cement concrete in open foundation with or without reinforcements in any part of foundation of bridge / culverts with graded stone chips of appropriate nominal sizes, including screeing and cleaning of coarse aggregates, fine aggregates (sand) conforming to proper grading zones, both of approved quality and cement, as necessary, cost of curing of water, including cost & carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. D) RCC Grade Concrete M25 I) Using Concrete Mixture.
76.5
484088
6327.96
Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1mm in size and conforming to IS 280 at every intersection hooked & 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 specification and direction of engineer-in-charge. (ii) (b) Tor Steel rods / HYSD bars / TMT bars
(JSW/JSPL/Shyam/SRMB/SSL/BMASL/Electrosteel) (Fe 415 /Fe 500 /Fe 500D, (9th Corri. P-1)
7.21
390802
54202.79
Plain/ Reinforced cement concrete in Sub-Structure with coarse aggregates of appropriate nominal sizes & grading, fine aggregates (sand) conforming to proper grading zones, both of approved quality and cement & water reducing admixture, as necessary, including labure, including cost & carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-charge, cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including cost of formwork & staging complete as per drawing and technical specifications. E. RCC Grade M25 (ii) Height up to 5m I) Using concrete mixture.
137.72
914317
6638.96
Supplying, fitting and placing HYSD bar reinforcement in sub-structure including initial straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1mm in size and conforming to IS 280 at every intersection hooked & 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 specification and direction of engineer-in-charge. (ii) (b) Tor Steel rods / HYSD bars / TMT bars
(JSW/JSPL/Shyam/SRMB/SSL/BMASL/Electrosteel) (Fe 415 /Fe 500 /Fe 500D, (9th Corri. P-1)
12.97
704735
54335.79
Providing weep holes in brick masonary/ plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical Specifications.
60
6900
115
Painting the vertical end faces of posts, wheel guards or railing or parapet with alternate bands of different colours as direcred by the Engineer-in-charge with approved synthetic enamel paint.
429.95
42565
99
Back filling behind abutment, wing wall and return
wall complete as per drawing and Technical
specification. B) Sandy material
99.06
86479
873
Earth in filling in foundation trenches and at the back of abutment, wing walls etc,. With good earth (sandy soil) in layer not exceeding 15cm including watering and ramming layer by layer complete with earth obtained by fresh excavation from land arranged by the department beyond 150 m, but within 300 m, including all lifts. Earth to be approved by the Engineer -in-charge.
379.18
61047
161
Providing and laying cement concrete wearing coat M-30 Grade with graded stone chips 19 mm down incuilding screening and cleaning approved stone chips and sand as necessary laying, finishing complete to camber and grade, curinh with water, including cost and carrige of stone materials and hire charges for form work including reinforcement complete as per drawing & Technical specifications vide clause no 2702 of MORTH&H's specification for road & bridge Works.
13.12
122750
9356
Strip Seal Expansion Joint
Providing and laying of a strip seal expansion joint
catering to maximum horizontal movement upto 70
mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for
installation.
6.1
61000
10000
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
(ii) With pumping out water excluding shoring
139.2
15868
114
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
28.8
18496
642.25
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.
14.4
74790
5193.77
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.
9
1926
214
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.
192
4608
24
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.
A PCC Grade M20
123
752344
6116.62
Providing weep holes in brick masonary/ plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical Specifications.
60
6900
115
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
b) 20 mm thick plaster
221
33813
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
221
7514
34
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
(ii) With pumping out water excluding shoring
123.98
14133
114
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 beapproved by the Engineer-in-charge
10.33
6634
642.25
Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used)
completes as per direction.
(a) Single brick flat soling (thickness 75 mm.)
137.75
40498
294
Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost
and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.
A PCC Grade M20
64.16
392442
6116.62
Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, includingscreening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.
A RCC Grade M30
5.99
38216
6380.13
Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length
bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black
annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and directionof Engineer-in-charge (ii) (a) Tor Steel rods / HYSD bars / TMT bars
Other than above (Fe 415 /Fe 500 /Fe 500D, (9th Corri. P-1)
0.42
20400
48571.84
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
b) 20 mm thick plaster
420.8
64382
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
420.8
14307
34
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
(ii) With pumping out water excluding shoring
429.18
48926
114
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
31.5
20230
642.25
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.
18.9
98162
5193.77
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.
32.1
6869
214
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.
240.48
5771
24
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.
A PCC Grade M20
164.46
1005939
6116.62
Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, includingscreening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.
A RCC Grade M30
24.3
155037
6380.13
Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length
bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black
annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and directionof Engineer-in-charge (ii) (a) Tor Steel rods / HYSD bars / TMT bars
Other than above (Fe 415 /Fe 500 /Fe 500D, (9th Corri. P-1)
1.92
93257
48571.84
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
b) 20 mm thick plaster
43.8
6701
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
43.8
1489
34
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
(ii) With pumping out water excluding shoring
86.91
9907
114
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
8.82
5664
642.25
Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.
A PCC Grade M20
45.35
277388
6116.62
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
3
16052
5350.77
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. (C) 600 mm dia
37.5
107169
2857.84
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
b) 20 mm thick plaster
103.56
15844
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
103.56
3521
34
Construction of Bituminous Road from Manbazar Road to Uganpathar Village via Bennagora Under Hirbandh Block in the District of Bankura.
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specifications Clause 201 for Rural Roads of MORD.
(II) By Manual Means
b) In area of thorny jungle
1
60286
60286
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works)
2700
231120
85.6
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)
5906
559888
94.8
B. By Mix in Place Method :
Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(ii) Grading – II 1st Layer
778.36
1280612
1645.27
B. By Mix in Place Method :
Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(ii) Grading – II 2nd Layer
720.7
1185746
1645.27
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
225
153355
681.58
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(ii) Grading-I Aggregate (63 mm to 45 mm) Using
Stone Screening Type B (11.2 mm) for 75mm thickness
B. Manual Means :
720.7
2283804
3168.87
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 - II aggregate (53mm to 22.4mm) Using
Stone Screening Type B (11.2 mm) for 75mm thickness.
B. Manual Means :
720.7
2305872
3199.49
Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(i) For WBM / WMM Surface: (with primer @ 0.70-1.0 kg/sqm)
9609.38
318454
33.14
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). (i) On Bituminous Surface
(Using Bitumen Emulsion at the rate of 0.20 to
0.30 kg per sqm.)
9609.38
98592
10.26
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.
9609.38
1200499
124.93
Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
I) By Mechanical Means
(i) With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)
9609.38
414164
43.1
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)
4
6256
1564
Supplying, fitting and fixing R.C. Guard Post 1.37 m long with cement concrete 1:2:4 with graded stone chips of 13.2 mm down casting, curing complete including cost of providing 4 Nos. of 12 mm dia rod of length 1.54 m as main reinforcement and 6 Nos. of round shaped 8 mm dia rods used as binders ; the placing of the 1st binder should be at 75 mm below the top finished surface and the other 5 nos. of binders should be placed at 245 mm c/c; the guard post is of octagonal section with inscribed circle of diameter 24 cm at the base tapering to corresponding dimensions of 16 cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white / tannery yellow and black to 90 cm. length standing up above ground after mending good damages if any during striking off shuttering, making hole in ground of 47 cm depth and 30 cm minimum dia, fixing the guard post in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect. With Pakur vareity stone chips.
290
202420
698
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 perapproved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).iv)80 cm X 60 cm rectangle
14
70686
5049
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 perapproved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)iii)60 cm circular
14
50274
3591
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 perapproved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)ii)60 cm Equilaterall triangle
14
37128
2652
Direction and Place Identification Signs with size more than 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 exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)..
2
18712
9356
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
(ii) With pumping out water excluding shoring
341.64
38946
114
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
35.04
22504
642.25
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.
52.56
272984
5193.77
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.
32.85
7029
214
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.
700.8
16819
24
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.
A PCC Grade M20
448.95
2746056
6116.62
Providing weep holes in brick masonary/ plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical Specifications.
158
18170
115
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
b) 20 mm thick plaster
757.43
115886
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
757.43
25752
34
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
(ii) With pumping out water excluding shoring
92.34
10526
114
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 beapproved by the Engineer-in-charge
7.7
4945
642.25
Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used)
completes as per direction.
(a) Single brick flat soling (thickness 75 mm.)
102.6
30164
294
Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost
and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.
A PCC Grade M20
47.79
292313
6116.62
Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, includingscreening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.
A RCC Grade M30
5.99
38216
6380.13
Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length
bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black
annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and directionof Engineer-in-charge (ii) (a) Tor Steel rods / HYSD bars / TMT bars
Other than above (Fe 415 /Fe 500 /Fe 500D, (9th Corri. P-1)
0.42
20400
48571.84
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
b) 20 mm thick plaster
313.5
47965
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
313.5
10659
34
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
(ii) With pumping out water excluding shoring
429.18
48926
114
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
31.5
20230
642.25
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.
18.9
98162
5193.77
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.
32.1
6869
214
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.
240.48
5771
24
Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.
A PCC Grade M20
164.46
1005939
6116.62
Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.
A RCC Grade M30
24.3
155037
6380.13
Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction
of Engineer-in-charge (ii) (a) Tor Steel rods / HYSD bars / TMT bars
Other than above (Fe 415 /Fe 500 /Fe 500D, (9th Corri. P-1)
1.92
93257
48571.84
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
b) 20 mm thick plaster
43.8
6701
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
43.8
1489
34
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
(ii) With pumping out water excluding shoring
86.91
9907
114
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
8.82
5664
642.25
Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.
A PCC Grade M20
45.35
277388
6116.62
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
3
16052
5350.77
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. (C) 600 mm dia
37.5
107169
2857.84
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
b) 20 mm thick plaster
103.56
15844
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
103.56
3521
34
ADD gst @18%
49001964.22
8820353
0.18
Add Labour Welfare Cess @ 1%
57822317.78
578223
0.01
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