Public Works Roads Department Tender
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Costs
EMD
₹ 6,98,100Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tender for Improvement/construction Of 47 No. Chenga Lac Under Sopd-g For The Year 2018-19 Under Barpeta Rural Road Division .
Description
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Contact
Tender Id
2019_PWD_11669_1Bid Award Id
ViewTender No
CHENGA/SOPD-G /2018-19/01Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
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Granular Sub-base with Well Graded Material (Table 400.1): (A) By Mix in place method:Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(ii) For Grading -II material
557.9
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-
... More
WBM Grading-2 : Using stone screening Type-B 11.2 mm for Gr.II: Providing, laying, spreading and compacting stone aggregates of specific sizes to watter bound macadam specification including spreading in uniform thichness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screenings to fill up the interstices of course aggregates, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 A. By Manual Means
418.31
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-
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WBM Grading-3 :Using stone screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregates of specific sizes to watter bound macadam specification including spreading in uniform thichness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screenings to fill up the interstices of course aggregates, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 A. By Manual Means
418.31
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-
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Prime Coat: (i) Low Porosity : Providing and applying prime Coat with bitumen emulsion (CSS-1) on prepared surface of granular base /WB/WMM including of road surface and spraying of primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
5577.5
-
-
... More
Tack Coat: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25-to 0.30 kg/sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per technical Specification Clause 503.(b) dry & hungry bituminous surface
5577.5
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Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. A. With hydrated lime/cement as filler ( refer table 500-9 of MoRT&H specification) (I)with 60/70 or VG-30 grade bitumen for GradingII(10 mm nominal size)
139.44
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-
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Single pipe HP Culvert 1000mm dia (10m wide) of Pub Chenga High School to Chenga Belbari Road : Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I.Ordinary soil (i)Upto 3 m depth
28.03
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
1.35
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-
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Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203
14.2
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-
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
7.5
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-
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Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification
21.51
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-
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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5m thick supported on a mild mild steel angle iron post 75mm x 75mm x6mm firmly fixed to tthe ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and tTechnical specification Clause 801. (ii) 600mm equilateral triangle
3
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(ii) Ganakpara Piralabhitha Road : 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 Specification Clause 201.
0.66
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-
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.50m transporting to site spreading grading to required slope, and compacting to meet requirement of table 300.1 & 3001.2 with a lead updto 1000m as per technical specification clause 301.5(i) private Land .
8526.02
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-
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Construction of Sub-grade & Earthen Shoulders obtained from borrow pits with all lift and lead transporting to site spreading grading to required slope, and compacting to meet requirement of table 3001.2 with a lead updto 1000m as per technical specification clause 303.1(i) private Land
3242.48
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-
... More
Granular Sub-base with Well Graded Material (Table 400.1): (A) By Mix in place method:Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(ii) For Grading -II material
610.83
-
-
... More
WBM Grading-2 : Using stone screening Type-B 11.2 mm for Gr.II: Providing, laying, spreading and compacting stone aggregates of specific sizes to watter bound macadam specification including spreading in uniform thichness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screenings to fill up the interstices of course aggregates, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 A. By Manual Means
353.83
-
-
... More
WBM Grading-3 :Using stone screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregates of specific sizes to watter bound macadam specification including spreading in uniform thichness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screenings to fill up the interstices of course aggregates, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 A. By Manual Means
353.83
-
-
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Prime Coat: (i) Low Porosity : Providing and applying prime Coat with bitumen emulsion (CSS-1) on prepared surface of granular base /WB/WMM including of road surface and spraying of primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
4882.75
-
-
... More
Tack Coat: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25-to 0.30 kg/sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per technical Specification Clause 503.(b) dry & hungry bituminous surface
4882.75
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-
... More
Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. A. With hydrated lime/cement as filler ( refer table 500-9 of MoRT&H specification) (I)with 60/70 or VG-30 grade bitumen for GradingII(10 mm nominal size)
122.07
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-
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Providing and laying of hot applied tharmoplastic compound 2.5 mm thick including reflectorising glass heads @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass bead as per IRC:35 the finishedsurface to be level, uniform and free from streaks and holes and conforming to the MORT&H specifications.
310.1
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-
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Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
240
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-
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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5m thick supported on a mild mild steel angle iron post 75mm x 75mm x6mm firmly fixed to tthe ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and tTechnical specification Clause 801. (ii) 600mm equilateral triangle
5
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(iii) Sila Suha Road to Balapara village : 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 Specification Clause 201.
0.36
-
-
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.50m transporting to site spreading grading to required slope, and compacting to meet requirement of table 300.1 & 3001.2 with a lead updto 1000m as per technical specification clause 301.5(i) private Land .
1579.75
-
-
... More
Construction of Sub-grade & Earthen Shoulders obtained from borrow pits with all lift and lead transporting to site spreading grading to required slope, and compacting to meet requirement of table 3001.2 with a lead updto 1000m as per technical specification clause 303.1(i) private Land
2665
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-
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Granular Sub-base with Well Graded Material (Table 400.1): (A) By Mix in place method:Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(ii) For Grading -II material
421.09
-
-
... More
WBM Grading-2 : Using stone screening Type-B 11.2 mm for Gr.II: Providing, laying, spreading and compacting stone aggregates of specific sizes to watter bound macadam specification including spreading in uniform thichness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screenings to fill up the interstices of course aggregates, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 A. By Manual Means
252.66
-
-
... More
WBM Grading-3 :Using stone screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregates of specific sizes to watter bound macadam specification including spreading in uniform thichness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screenings to fill up the interstices of course aggregates, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 A. By Manual Means
252.66
-
-
... More
Prime Coat: (i) Low Porosity : Providing and applying prime Coat with bitumen emulsion (CSS-1) on prepared surface of granular base /WB/WMM including of road surface and spraying of primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
3368.75
-
-
... More
Tack Coat: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25-to 0.30 kg/sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per technical Specification Clause 503.(b) dry & hungry bituminous surface
3368.75
-
-
... More
Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. A. With hydrated lime/cement as filler ( refer table 500-9 of MoRT&H specification) (I)with 60/70 or VG-30 grade bitumen for GradingII(10 mm nominal size)
84.22
-
-
... More
Providing and laying of hot applied tharmoplastic compound 2.5 mm thick including reflectorising glass heads @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass bead as per IRC:35 the finishedsurface to be level, uniform and free from streaks and holes and conforming to the MORT&H specifications.
156
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-
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Providing reflective pavement marker with Micro prismatic lens in both direction having tharmoplastic body adhering to the specification and guidelines of MORT&H fixed to the road surface using the adhesives and the procedures recommended by the manufactures with three months replacement warranty and free maintenance.
200
-
-
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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5m thick supported on a mild mild steel angle iron post 75mm x 75mm x6mm firmly fixed to tthe ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and tTechnical specification Clause 801. (ii) 600mm equilateral triangle
5
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-
... More
Double pipe HP Culvert 1000mm dia (10m wide) of Sila Suha Road to Balapara village: Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I.Ordinary soil (i)Upto 3 m depth
43.63
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-
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
2.66
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-
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Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203(i) 1: 3 Cement Mortar
16.73
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-
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Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 (i) 1: 3 Cement Mortar
7.25
-
-
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(i) 1000mm dia pipe
20
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-
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Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
31.14
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(iv) Bhella Tarabai to Khandakarpara Idgah:
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.50m transporting to site spreading grading to required slope, and compacting to meet requirement of table 300.1 & 3001.2 with a lead updto 1000m as per technical specification clause 301.5(i) private Land .
553.8
-
-
... More
Construction of Sub-grade & Earthen Shoulders obtained from borrow pits with all lift and lead transporting to site spreading grading to required slope, and compacting to meet requirement of table 3001.2 with a lead updto 1000m as per technical specification clause 303.1(i) private Land
305.4
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-
... More
Construction of granular sub-base by providing course graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401..(ii) For grading II material
46.88
-
-
... More
WBM Grading-2 : Using stone screening Type-B 11.2 mm for Gr.II: Providing, laying, spreading and compacting stone aggregates of specific sizes to watter bound macadam specification including spreading in uniform thichness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screenings to fill up the interstices of course aggregates, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 A. By Manual Means
28.13
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-
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WBM Grading-3 :Using stone screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregates of specific sizes to watter bound macadam specification including spreading in uniform thichness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screenings to fill up the interstices of course aggregates, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 A. By Manual Means
28.13
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-
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Prime Coat: (i) Low Porosity : Providing and applying prime Coat with bitumen emulsion (CSS-1) on prepared surface of granular base /WB/WMM including of road surface and spraying of primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
375
-
-
... More
Tack Coat: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25-to 0.30 kg/sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per technical Specification Clause 503.(b) dry & hungry bituminous surface
375
-
-
... More
Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder: Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
375
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-
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Seal Coat: Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case - I : Type A (i) Bitumen (S-90)
375
-
-
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Providing and laying of hot applied tharmoplastic compound 2.5 mm thick including reflectorising glass heads @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass bead as per IRC:35 the finishedsurface to be level, uniform and free from streaks and holes and conforming to the MORT&H specifications.
20
-
-
... More
Providing reflective pavement marker with Micro prismatic lens in both direction having tharmoplastic body adhering to the specification and guidelines of MORT&H fixed to the road surface using the adhesives and the procedures recommended by the manufactures with three months replacement warranty and free maintenance.
40
-
-
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Providing Sparkle Solar Road Stud manufactures by Tata BP Solar India Ltdof size (125mmx 125mm),90mm height(from bottom of shank to the top of stud) with detachable battery, m6LED on each side for Bi-directional studs/ 3LED on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25gms, flush rate of 50-65 times per minute completely water resistant and weather proof with replacement warrently and free maintenance from one year from the date of installation of stud on road (installation should be made using adhesive and procedures recommended by manufacturer under the supervision of their competent technician) a) Bi-directional stud.
4
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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5m thick supported on a mild mild steel angle iron post 75mm x 75mm x6mm firmly fixed to tthe ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and tTechnical specification Clause 801. (ii) 600mm equilateral triangle
4
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... More
(v) road from Tarabari Police Station to Marketing Office via Fire Service Station office, Bahari :
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 Specification Clause 201.
0.48
-
-
... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.50m transporting to site spreading grading to required slope, and compacting to meet requirement of table 300.1 & 3001.2 with a lead updto 1000m as per technical specification clause 301.5(i) private Land .
4831.87
-
-
... More
Construction of Sub-grade & Earthen Shoulders obtained from borrow pits with all lift and lead transporting to site spreading grading to required slope, and compacting to meet requirement of table 3001.2 with a lead updto 1000m as per technical specification clause 303.1(i) private Land
2545.84
-
-
... More
Granular Sub-base with Well Graded Material (Table 400.1): (A) By Mix in place method:Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(ii) For Grading -II material
446.65
-
-
... More
WBM Grading-3 :Using stone screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregates of specific sizes to watter bound macadam specification including spreading in uniform thichness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screenings to fill up the interstices of course aggregates, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 A. By Manual Means
267.61
-
-
... More
(A) Interlocking pavement block: Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. Including Edge block/ Edge restraints
3571.25
-
-
... More
Singlepipe HP Culvert 1000mm dia (7.5m wide) of road from Tarabari Police Station to Marketing Office via Fire Service Station office, Bahari : Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I.Ordinary soil (i)Upto 3 m depth
28.03
-
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed Stone: P.C.C grade M 10 Nominal mix 1:3:6
1.35
-
-
... More
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203(i) 1: 3 Cement Mortar
9.06
-
-
... More
Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 (i) 1: 3 Cement Mortar
5.14
-
-
... More
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
21.51
-
-
... More
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(i) 1000mm dia pipe
7.5
-
-
... More
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5m thick supported on a mild mild steel angle iron post 75mm x 75mm x6mm firmly fixed to tthe ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical specification Clause 801. (ii) 600mm equilateral triangle
5
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-
... More
Kilometre Stone : Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (i) Ordinary Kilometer Stone (Precast)
1
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Kilometre Stone : Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (ii) 200 m stone (precast)
4
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