Rural Development Department Tender
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Rural Development Department - RDD Tender
Eprocure
Opening Date
14 Feb 2019Closing Date
6 Mar 2019Tender Amount
₹ 6,77,86,996Costs
EMD
₹ 6,77,850Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_MMGSY_417078_2Bid Award Id
ViewTender No
EE/MMGSY/ADB/JALNA/2019-20Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en/
GEM & Bid Advisory Services
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BOQ Items
Excavation in Cutting of road way and for side drains-Excavation for road way cutting all types of soft soil for side drains in accordance with specifications, lines, grade side slopes dimensions and shape as shown in the drawings including disposing the unserviceable material away from excavation site up to 1000m as derided including dressing the bed, sides to correct shape size and as per the cross.
4860
-
-
Construction of embankment with approved materials
deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
2916
-
-
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 etc complete by vibratary roller. to meet requirement of Tables 300.1 and 300.2 with all lead as per Technical specification.
3297.7
-
-
Construction of Sub grade earthen shoulder and selected hard Moorom with approved materials from borrow pits with all lifts and leads, transportation to site spreading grading to required slope watering and compaction to meet requirement with lead upto 1000 m.
1821.01
-
-
Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work
-
-
-
Construction of granular sub-base of Grading 1 by providing well graded material, spreading in uniform layers with motor grader on prepared compacted surface, mixing by mix in place method with rotavator at OMC in required Grade and camber watering and compacting with Vibratory roller to achieve at least 100% of maximum dry density for the material determined.
1048.28
-
-
G II WBM Providing ,laying, Spreading and Compacting stone aggregate of specific size to water bound macadam specification and transporting the material, preparation surface, spreading in uniform thickness, hand packing, rolling with vibratory roller stages to proper grade and camber and super elevation, applying and booming stone screening and binding material to fill up the coarse aggregate watering and compacting to required density.
1309.71
-
-
Providing and applying tack coat with Bitumen Emulsion RS-1 using pressure distributor at the rate of 0.25 to 0.30 kg per Square Metre on the prepared Bitumenous surface cleaned with air compressor hydraulic broom including cleaning surface, arrengement of traffic etc complet.
8309.96
-
-
Construction of Penetration macadam over prepared base including providing a Layer of Compacted crushed coarse aggregate and camber alternative application of bitumen binder with bitumen sprayer at rate 175 175kg/100Square Metre 8 Spreading key aggregate rolling with vibratory roller to active the desired degree and comber etc
8309.96
-
-
Providing laying and rolling of open graded premix carpet as wearing coarse of 20 mm thickness composed of 13.20mm to 5.60mm aggregate using 60to70 grade (S-65) bitumen to the required line, grade and camber on a previously prepared base including mixing aggregate and binder on a suitable hot mix paints, laying with mechanical paver finisher and rolling with a power roller finished to required grades camber etc complete.
8309.96
-
-
Seal coat- Providing and laying liquid seal coat of type A and sealing wide in a bituminous surface laid to the specified level grades and cross fall including transporting materials cleaning surface to remove loose material dirt and dust, cleaning surface with compressor, heating bitumen to 1500 to 1630 c spraying with mechanical sprayer at the rate of 9.80 kg/10 Square Metre spreading stone chips at rate 0.09 Cubic Metre/10Square Metre, rolling with 80 to 100 Kn static weight Vibratory roller as directed by engineer in charge.
8309.96
-
-
Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
-
-
-
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 side as directed by Engineer in charge etc complet.In Ordinary Soil
591.73
-
-
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 side as directed by Engineer in charge etc complet.Excavation in Ordinary Rock (requiring blasting)
70.93
-
-
Providing Laying cement concrete pipe of NP3 1000 mm dia for Culverts on bedding of concrete M10 with thickness of 15cm in a required single row, before laying pipe, shall be tested at the place of manufacturing, pipe shall be laid after approval of foundation be Engineer in charge. cushioning of 600mm, including fixing coller joint with cement mortar 1:2 finishing and curing.
105
-
-
Providing Laying cement concrete pipe of NP3 600 mm dia for Culverts on bedding of concrete M10 with thickness of 15cm in a required single row, before laying pipe, shall be tested at the place of manufacturing, pipe shall be laid after approval of foundation be Engineer in charge. cushioning of 600mm, including fixing coller joint with cement mortar 1:2 finishing and curing.
40
-
-
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification PCC grade M15 for superstructure including mixing , placing in from work compacting by needle vibrators finishing the surface with cm1:2 if required and curing complete.
386.31
-
-
Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
140.22
-
-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 etc Complete.
162
-
-
Providing concreting for plain/reinforced concrete in open foundation as per drawing and technical specification for CC M10 including transporting all material mixing, placing in form work compacting with needle vibrators of suitable size finishing and curing etc. complete.
280.15
-
-
Providing and laying cement concrete M15 of trap / granite / quartze / gneiss metal concrete block of size 45 cm X 45 cm X 45 cm including painting the number of cross drainage work, direction of flow by arrow and details of vents opening complete as directed by Engineer in charge.
16
-
-
Providing dry trap/granite/gneiss/rubble stone soling 15 cm thick etc complete as as directed by Engineer in charge.
144.16
-
-
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 side as directed by Engineer in charge etc complet.Excavation in Ordinary Rock
195.47
-
-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C grade M 20 Nominal mix (1:2.5:5)
138.24
-
-
Providing Laying cement concrete pipe of NP3 1200 mm dia for Culverts on bedding of concrete M10 with thickness of 15cm in a required single row, before laying pipe, shall be tested at the place of manufacturing, pipe shall be laid after approval of foundation be Engineer in charge. cushioning of 600mm, including fixing coller joint with cement mortar 1:2 finishing and curing.
60
-
-
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 side as directed by Engineer in charge etc complet.Excavation in Ordinary Rock
92.25
-
-
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc.complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11
143
-
-
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
8.99
-
-
Backfilling behind abutment wing wall & return wall complet as per driwings & technical specification clause 1204.3 .8 It No 12.1
112.5
-
-
Providing and fixing reinforced cement concrete M- 15 square/circular guard stone including mild steel reinforcement fixing in cement concrete M-8 block including white washing etc. complet as directed by Engineer in charge. Spec. No. As directed by Engineer in charge.
146
-
-
Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture
-
-
-
Providing and Fizing Logo of MMGSY Project.
Providing and fixing of typical MMGSY informatory sign board with logo as per MORD specifications and drawing. Three MS plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450mm x 600 mm. 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. lettering and printing arrows. border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
2
-
-
Providing and fixing of typical Citizen's informatory sign board with logo as per MORD specification's and drowing.Steel pipe 75mm dia of B class pipe frame fixing in c.c. m-15 block's 600 mm X 600mm X 900 mm below ground level.Four MS plate of 5mm thick top in two middle one bottum dully welded with steel pipw frame over which 16 Gauge CR sheet of size 900 mmX 750mmSize two plates , all with stove enamal on both sides. Lettering and Drawings etc. will be painted with ready mixed synthetic enamal paint of superior quality in required shad and colour. all of framed post will be painted with primer and two coats of effoxy paint as per drawing and as directed by engneer -in- charge.
2
-
-
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (10.3 (B))
2
-
-
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 KM Stones precast
4
-
-
Reinforced cement concrete M15 grade 200 m stone stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
12
-
-
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MoRD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 600x600 mm Equilateral Triangular Board
15
-
-
800x600mm Rectangular Board
8
-
-
600x450mm Rectangular Board
8
-
-
600x600mm Square Board
6
-
-
Providing and fixing RCC ,1:2:4 Boundary Stones as per type design including painting, numbering,fixing in 150 mm X 150 mm X 900 mm size CC ,1:4:8 block complete.
140
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
34.5
-
-
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
52
-
-
Name of work Upgradation/Improvement and five year routine maintenance MDR 08 to Ramwadi Km 0/000 to 7/500
-
-
-
Site Clearance, Dismantling and Earth Works
-
-
-
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 all auctioned up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as Directed by Engineer In-charge etc complete.
0.96
-
-
Excavation in Cutting of road way and for side drains-Excavation for road way cutting all types of soft soil for side drains in accordance with specifications, lines, grade side slopes dimensions and shape as shown in the drawings including disposing the unserviceable material away from excavation site up to 1000m as derided including dressing the bed, sides to correct shape size and as per the cross.
12420
-
-
Construction of embankment with approved materials
deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
7452
-
-
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 etc complete by vibratary roller. to meet requirement of Tables 300.1 and 300.2 with all lead as per Technical specification.
10612.9
-
-
Construction of Sub grade earthen shoulder and selected hard Moorom with approved materials from borrow pits with all lifts and leads, transportation to site spreading grading to required slope watering and compaction to meet requirement with lead upto 1000 m.
3234.63
-
-
Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work
-
-
-
Construction of granular sub-base of Grading 1 by providing well graded material, spreading in uniform layers with motor grader on prepared compacted surface, mixing by mix in place method with rotavator at OMC in required Grade and camber watering and compacting with Vibratory roller to achieve at least 100% of maximum dry density for the material determined.
3237.08
-
-
G II WBM Providing ,laying, Spreading and Compacting stone aggregate of specific size to water bound macadam specification and transporting the material, preparation surface, spreading in uniform thickness, hand packing, rolling with vibratory roller stages to proper grade and camber and super elevation, applying and booming stone screening and binding material to fill up the coarse aggregate watering and compacting to required density.
4192.21
-
-
Providing and applying tack coat with Bitumen Emulsion RS-1 using pressure distributor at the rate of 0.25 to 0.30 kg per Square Metre on the prepared Bitumenous surface cleaned with air compressor hydraulic broom including cleaning surface, arrengement of traffic etc complet.
26113.02
-
-
Construction of Penetration macadam over prepared base including providing a Layer of Compacted crushed coarse aggregate and camber alternative application of bitumen binder with bitumen sprayer at rate 175 175kg/100Square Metre 8 Spreading key aggregate rolling with vibratory roller to active the desired degree and comber etc
26113.02
-
-
Providing laying and rolling of open graded premix carpet as wearing coarse of 20 mm thickness composed of 13.20mm to 5.60mm aggregate using 60to70 grade (S-65) bitumen to the required line, grade and camber on a previously prepared base including mixing aggregate and binder on a suitable hot mix paints, laying with mechanical paver finisher and rolling with a power roller finished to required grades camber etc complete.
26113.02
-
-
Seal coat- Providing and laying liquid seal coat of type A and sealing wide in a bituminous surface laid to the specified level grades and cross fall including transporting materials cleaning surface to remove loose material dirt and dust, cleaning surface with compressor, heating bitumen to 1500 to 1630 c spraying with mechanical sprayer at the rate of 9.80 kg/10 Square Metre spreading stone chips at rate 0.09 Cubic Metre/10Square Metre, rolling with 80 to 100 Kn static weight Vibratory roller as directed by engineer in charge.
26113.02
-
-
Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
-
-
-
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 side as directed by Engineer in charge etc complet.In Ordinary Soil
1287.47
-
-
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 side as directed by Engineer in charge etc complet.Excavation in Ordinary Rock (requiring blasting)
185.19
-
-
Providing Laying cement concrete pipe of NP3 1000 mm dia for Culverts on bedding of concrete M10 with thickness of 15cm in a required single row, before laying pipe, shall be tested at the place of manufacturing, pipe shall be laid after approval of foundation be Engineer in charge. cushioning of 600mm, including fixing coller joint with cement mortar 1:2 finishing and curing.
355
-
-
Providing Laying cement concrete pipe of NP3 600 mm dia for Culverts on bedding of concrete M10 with thickness of 15cm in a required single row, before laying pipe, shall be tested at the place of manufacturing, pipe shall be laid after approval of foundation be Engineer in charge. cushioning of 600mm, including fixing coller joint with cement mortar 1:2 finishing and curing.
190
-
-
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification PCC grade M15 for superstructure including mixing , placing in from work compacting by needle vibrators finishing the surface with cm1:2 if required and curing complete.
688.49
-
-
Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
456.84
-
-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 etc Complete.
594
-
-
Providing concreting for plain/reinforced concrete in open foundation as per drawing and technical specification for CC M10 including transporting all material mixing, placing in form work compacting with needle vibrators of suitable size finishing and curing etc. complete.
448.86
-
-
Providing and laying cement concrete M15 of trap / granite / quartze / gneiss metal concrete block of size 45 cm X 45 cm X 45 cm including painting the number of cross drainage work, direction of flow by arrow and details of vents opening complete as directed by Engineer in charge.
40
-
-
Providing dry trap/granite/gneiss/rubble stone soling 15 cm thick etc complete as as directed by Engineer in charge.
205.31
-
-
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 side as directed by Engineer in charge etc complet.Excavation in Ordinary Rock
274.81
-
-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C grade M 20 Nominal mix (1:2.5:5)
525.06
-
-
Providing dry trap/granite/gneiss/rubble stone soling 15 cm thick etc complete as as directed by Engineer in charge.
15.4
-
-
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 side as directed by Engineer in charge etc complet.Excavation in Ordinary Rock
338.25
-
-
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc.complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11
202.1
-
-
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
34.85
-
-
Backfilling behind abutment wing wall & return wall complet as per driwings & technical specification clause 1204.3 .8 It No 12.1
412.5
-
-
Scarifying the existing bituminous road surface to a minimum depth of 150 mm All the particles shall be reduced by breaking it to maximum size of 50mm to produce a uniform layer. The surface then shall be compacted with vibratory roller
Georai Bazar -Dhasla-Walha to Ujjainpuri
1406.25
-
-
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 5 th KM Stones precast
1
-
-
Providing and fixing reinforced cement concrete M- 15 square/circular guard stone including mild steel reinforcement fixing in cement concrete M-8 block including white washing etc. complet as directed by Engineer in charge. Spec. No. As directed by Engineer in charge.
318
-
-
Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture
-
-
-
Providing and Fizing Logo of MMGSY Project.
Providing and fixing of typical MMGSY informatory sign board with logo as per MORD specifications and drawing. Three MS plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450mm x 600 mm. 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. lettering and printing arrows. border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
2
-
-
Providing and fixing of typical Citizen's informatory sign board with logo as per MORD specification's and drowing.Steel pipe 75mm dia of B class pipe frame fixing in c.c. m-15 block's 600 mm X 600mm X 900 mm below ground level.Four MS plate of 5mm thick top in two middle one bottum dully welded with steel pipw frame over which 16 Gauge CR sheet of size 900 mmX 750mmSize two plates , all with stove enamal on both sides. Lettering and Drawings etc. will be painted with ready mixed synthetic enamal paint of superior quality in required shad and colour. all of framed post will be painted with primer and two coats of effoxy paint as per drawing and as directed by engneer -in- charge.
2
-
-
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (10.3 (B))
2
-
-
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 KM Stones precast
8
-
-
Reinforced cement concrete M15 grade 200 m stone stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
30
-
-
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MoRD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 600x600 mm Equilateral Triangular Board
24
-
-
800x600mm Rectangular Board
15
-
-
600x450mm Rectangular Board
15
-
-
600x600mm Square Board
15
-
-
Providing and fixing RCC ,1:2:4 Boundary Stones as per type design including painting, numbering,fixing in 150 mm X 150 mm X 900 mm size CC ,1:4:8 block complete.
375
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
138
-
-
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
138
-
-
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