Panchayat Raj Engineering Department Tender

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Panchayat Raj Engineering Department Tender

Works
Civil And Construction
Opening Date21 Jan 2025
Closing Soon29 Jan 2025
Tender Amount₹ 7,46,73,743 
Notes
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Costs

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Road;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 47 mm x 47 mm 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD ,including overhead charges & Contractors profit ,but excluding Seignarage charges.

2

2291

4584

... More
Road;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 47 mm 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 foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD.,including overhead charges & Contractors profit ,but excluding Seignarage charges.

2

2996

5994

... More
Road;Providing and fixing of typical CRR informatory and Name Board with necessary Logo as per 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 we welded with MS angle irone frame of 25 mm x 25 mm 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 450 mm x 600 mm, 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47mm of 12 SWG sheet tube. All M.s. will be stove enameled on both sides. Lettering and printing arrows, border etc., will be pointed 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 MORD ,including overhead charges & Contractors profit ,but excluding Seignarage charges.

1

15905

15905

... More
Road;Reinforced cement concrete M15 grade H.M stones of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 804 MORTH ,including overhead charges & Contractors profit ,But Exculding Seignarage charges. H.M Stone (200M) Stone

4

745

2981

... More
Road;Reinforced cement concrete M15 grade K.M stones of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 804 MORTH ,including overhead charges & Contractors profit ,But Exculding Seignarage charges. Ordinery KM Stone

2

2682

5365

... More
Road;Providing, laying Reinforced cement concrete Hume pipes of 1000 mm Dia., NP4 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1000mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work.

22.5

14094

317129

... More
Road;Providing PCC M15 mix using 40mm, 20mm & 10mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for Substructure.

43.71

6760

295502

... More
Road;Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate (Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, machine mixing, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2200 (5th Revision) for foundations.

53.34

6391

340936

... More
Road;Providing Plain Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundation.

16.65

5715

95169

... More
Road;Sand Filling in foundation trenches as per drawing and technical specification Clause 304 of MORTH including overhead charges & Contractors profit etc complete.

16.29

1342

21868

... More
Road;Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge.

155.34

123

19215

... More
Road;Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of grading-II premixed with bituminous binder 60/70 @ 5.4 to 5.6 percent of mix and filler with stone dust, transporting the hot mix to work site, laying with a Mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

112.5

11172

1256889

... More
Road;Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared Bitumenus surfaces & cleaned with Hydraulic broom,as directed by the Engineer-in-Charge and as per Technical Specification Clause 503 MoRT&H (5th Revision), including overhead charges & Contractors profit excluding Seignarage charges etc complete.

3750

12

46763

... More
Road;Providing and laying 50 mm thick of Dense Graded Bituminous Macadam with 100-120 TPH batch type hot mix plant using HBG crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th revision) premixed with bitumen VG-30 grade (60/70)@ 4 to 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with Mechanical Paver finisher to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including charges of all materials etc., complete and as per MoRTH specification No. 505(5th Revision)

187.5

9895

1855419

... More
Road;Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom,as directed by the Engineer-in-Charge and as per Technical Specification Clause 503 MoRT&H (5th Revision), including overhead charges & Contractors profit excluding Seignarage charges etc complete.

3750

16

61313

... More
Road;Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means, as directed by the Engineer-in-Charge and as per Technical Specification Clause 502 MoRT&H (5th Revision) (for use on Wet mix macadam & WBM) ,including overhead charges & Contractors profit excluding Seignarage charges etc complete.

3750

56

212138

... More
Road;Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory roller of 80 to 100kN to achieve the desired density including lighting, barricading and maintenance of diversion, etc as directed by the Engineer-in-Charge and as per Technical Specification Clause 406 MoRT&H ( 5th revision ), including overhead charges & Contractor profit excluding Seignarage charges etc complete.

843.75

2831

2388850

... More
Road;Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRT&H (Table 400-1 & 400-2) including cost, and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix-in-place method with rotavator / approved means at OMC and compacting with vibratory roller to achieve CBR value minimum of 30% at 98% of dry density and PI value maximum 6, complete for finished item of work as per MoRT&H Specification 401 (5th revision) including contractors profit & Over head charges excluding Seignarage charges etc

800

2461

1969448

... More
Road;Construction of earthen shoulders with selective soils obtained from borrow pits with MDD of 18 KN/Cum , CBR = 12%, PI < 12% from approved sources, grading and consoilidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of MoRT&H, including all hire and operational charges of T&P complete for finished item of work as per MoRT&H specification 305 (5th revision)

562.5

288

162169

... More
Road;Forming Embankment with material obtained from borrowed useful earth from outside road boundary by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). (The soil CBR>10%, PI<18% & MDD>1.8 g/cc)

3500

318

1115800

... More
Road;6.RF ZP Road to Mergonibavi(T) via Bandameedi(T) of Bomraspet Mandal in Vikarabad District.Est cost.Rs.138.00 lakhs :Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness by Mechanical means as per the Techinical Specification Clause 201 MoRTH 5th Revision

3000

3

11790

... More
Road;Cost, supply and Painting on road for Rumble strips 7.5mm thick (in 3 layers each of 2.5mm thick) including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc,. Complete.

0.75

2107

1580

... More
Road;Cost, supply and Painting on road of Thermoplastic Paint of 2.50 mm thick including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc,. Complete.

200

728

145600

... More
Road;Cost, supply and fixing on road of Reflective Studs - RMP (Twin Moulded Shanks) including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc,. Complete.

6

399

2394

... More
Road;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 47 mm x 47 mm 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD ,including overhead charges & Contractors profit ,but excluding Seignarage charges.

2

2291

4584

... More
Road;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 47 mm 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 foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD.,including overhead charges & Contractors profit ,but excluding Seignarage charges.

2

2996

5994

... More
Road;Providing and fixing of typical CRR informatory and Name Board with necessary Logo as per 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 we welded with MS angle irone frame of 25 mm x 25 mm 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 450 mm x 600 mm, 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47mm of 12 SWG sheet tube. All M.s. will be stove enameled on both sides. Lettering and printing arrows, border etc., will be pointed 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 MORD ,including overhead charges & Contractors profit ,but excluding Seignarage charges.

1

15905

15905

... More
Road;Reinforced cement concrete M15 grade H.M stones of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 804 MORTH ,including overhead charges & Contractors profit ,But Exculding Seignarage charges. H.M Stone (200M) Stone

4

745

2981

... More
Road;Reinforced cement concrete M15 grade K.M stones of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 804 MORTH ,including overhead charges & Contractors profit ,But Exculding Seignarage charges. Ordinery KM Stone

2

2682

5365

... More
Road;Providing, laying Reinforced cement concrete Hume pipes of 1000 mm Dia., NP4 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1000mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work.

15

14094

211419

... More
Road;Providing PCC M15 mix using 40mm, 20mm & 10mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for Substructure.

29.14

6760

197001

... More
Road;Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate (Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, machine mixing, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2200 (5th Revision) for foundations.

35.56

6391

227291

... More
Road;Providing Plain Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundation.

11.1

5715

63446

... More
Road;Sand Filling in foundation trenches as per drawing and technical specification Clause 304 of MORTH including overhead charges & Contractors profit etc complete.

10.86

1342

14579

... More
Road;Construction of HP Culvert 1V of 1000mm Dia.NP4 Pipes at Km :Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge.

103.56

123

12810

... More
Road;Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of grading-II premixed with bituminous binder 60/70 @ 5.4 to 5.6 percent of mix and filler with stone dust, transporting the hot mix to work site, laying with a Mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

112.5

11172

1256889

... More
Road;Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared Bitumenus surfaces & cleaned with Hydraulic broom,as directed by the Engineer-in-Charge and as per Technical Specification Clause 503 MoRT&H (5th Revision), including overhead charges & Contractors profit excluding Seignarage charges etc complete.

3750

12

46763

... More
Road;Providing and laying 50 mm thick of Dense Graded Bituminous Macadam with 100-120 TPH batch type hot mix plant using HBG crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th revision) premixed with bitumen VG-30 grade (60/70)@ 4 to 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with Mechanical Paver finisher to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including charges of all materials etc., complete and as per MoRTH specification No. 505(5th Revision)

187.5

9895

1855419

... More
Road;Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom,as directed by the Engineer-in-Charge and as per Technical Specification Clause 503 MoRT&H (5th Revision), including overhead charges & Contractors profit excluding Seignarage charges etc complete.

3750

16

61313

... More
Road;Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means, as directed by the Engineer-in-Charge and as per Technical Specification Clause 502 MoRT&H (5th Revision) (for use on Wet mix macadam & WBM) ,including overhead charges & Contractors profit excluding Seignarage charges etc complete.

3750

56

212138

... More
Road;Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory roller of 80 to 100kN to achieve the desired density including lighting, barricading and maintenance of diversion, etc as directed by the Engineer-in-Charge and as per Technical Specification Clause 406 MoRT&H ( 5th revision ), including overhead charges & Contractor profit excluding Seignarage charges etc complete.

843.75

2831

2388850

... More
Road;Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRT&H (Table 400-1 & 400-2) including cost, and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix-in-place method with rotavator / approved means at OMC and compacting with vibratory roller to achieve CBR value minimum of 30% at 98% of dry density and PI value maximum 6, complete for finished item of work as per MoRT&H Specification 401 (5th revision) including contractors profit & Over head charges excluding Seignarage charges etc

800

2461

1969448

... More
Road;Construction of earthen shoulders with selective soils obtained from borrow pits with MDD of 18 KN/Cum , CBR = 12%, PI < 12% from approved sources, grading and consoilidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of MoRT&H, including all hire and operational charges of T&P complete for finished item of work as per MoRT&H specification 305 (5th revision)

562.5

288

162169

... More
Road;Forming Embankment with material obtained from borrowed useful earth from outside road boundary by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). (The soil CBR>10%, PI<18% & MDD>1.8 g/cc)

3500

318

1115800

... More
Road;5.R/F PWD Road to Mettachelka(T) of Bomraspet Mandal in Vikarabad District.Est cost.Rs.143.00 lakhs :Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness by Mechanical means as per the Techinical Specification Clause 201 MoRTH 5th Revision

3000

3

11790

... More
Road;Cost, supply and Painting on road for Rumble strips 7.5mm thick (in 3 layers each of 2.5mm thick) including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc,. Complete.

1.5

2107

3161

... More
Road;Cost, supply and Painting on road of Thermoplastic Paint of 2.50 mm thick including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc,. Complete.

140

728

101920

... More
Road;Road Safety Interventions ;Cost, supply and fixing on road of Reflective Studs - RMP (Twin Moulded Shanks) including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc,. Complete.

12

399

4788

... More
Road;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 47 mm x 47 mm 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD ,including overhead charges & Contractors profit ,but excluding Seignarage charges.

4

2291

9168

... More
Road;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 47 mm 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 foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD.,including overhead charges & Contractors profit ,but excluding Seignarage charges.

4

2996

11988

... More
Road;Providing and fixing of typical CRR informatory and Name Board with necessary Logo as per 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 we welded with MS angle irone frame of 25 mm x 25 mm 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 450 mm x 600 mm, 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47mm of 12 SWG sheet tube. All M.s. will be stove enameled on both sides. Lettering and printing arrows, border etc., will be pointed 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 MORD ,including overhead charges & Contractors profit ,but excluding Seignarage charges.

1

15905

15905

... More
Road;Reinforced cement concrete M15 grade H.M stones of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 804 MORTH ,including overhead charges & Contractors profit ,But Exculding Seignarage charges. H.M Stone (200M) Stone

5

745

3726

... More
Road;Road Furniture :Reinforced cement concrete M15 grade K.M stones of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 804 MORTH ,including overhead charges & Contractors profit ,But Exculding Seignarage charges. Ordinery KM Stone

2

2682

5365

... More
Road;Providing, laying Reinforced cement concrete Hume pipes of 1000 mm Dia., NP4 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1000mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work.

15

14094

211419

... More
Road;Providing PCC M15 mix using 40mm, 20mm & 10mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for Substructure.

17.99

6760

121622

... More
Road;Providing PCC M15 mix using 40mm, 20mm & 10mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundation.

23.6

6391

150845

... More
Road;Providing Plain Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundation.

4.69

5715

26807

... More
Road;Sand Filling in foundation trenches as per drawing and technical specification Clause 304 of MORTH including overhead charges & Contractors profit etc complete.

8.52

1342

11438

... More
Road;Construction of HP Culvert 2V of 1000mm Dia.NP4 Pipes at Km :Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge.

37.14

123

4594

... More
Road;Providing, laying Reinforced cement concrete Hume pipes of 1000 mm Dia., NP4 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1000mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work.

22.5

14094

317129

... More
Road;Providing PCC M15 mix using 40mm, 20mm & 10mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for Substructure.

43.71

6760

295502

... More
Road;Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate (Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, machine mixing, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2200 (5th Revision) for foundations.

53.34

6391

340936

... More
Road;Providing Plain Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundation.

16.65

5715

95169

... More
Road;Sand Filling in foundation trenches as per drawing and technical specification Clause 304 of MORTH including overhead charges & Contractors profit etc complete.

16.29

1342

21868

... More
Road;Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge.

155.34

123

19215

... More
Road;Construction of dowel jointed un-reinforced, expansion and construction joint plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates (Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to IS : 383, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion and construction joints, applying primer, sealant, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD including overhead charges & Contractors profit excluding Seignarage charges etc complete.

105

7512

788858

... More
Road;Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of grading-II premixed with bituminous binder 60/70 @ 5.4 to 5.6 percent of mix and filler with stone dust, transporting the hot mix to work site, laying with a Mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

78.75

11172

879823

... More
Road;Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared Bitumenus surfaces & cleaned with Hydraulic broom,as directed by the Engineer-in-Charge and as per Technical Specification Clause 503 MoRT&H (5th Revision), including overhead charges & Contractors profit excluding Seignarage charges etc complete.

2625

12

32734

... More
Road;Providing and laying 50 mm thick of Dense Graded Bituminous Macadam with 100-120 TPH batch type hot mix plant using HBG crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th revision) premixed with bitumen VG-30 grade (60/70)@ 4 to 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with Mechanical Paver finisher to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including charges of all materials etc., complete and as per MoRTH specification No. 505(5th Revision)

131.25

9895

1298794

... More
Road;Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom,as directed by the Engineer-in-Charge and as per Technical Specification Clause 503 MoRT&H (5th Revision), including overhead charges & Contractors profit excluding Seignarage charges etc complete.

2625

16

42919

... More
Road;Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means, as directed by the Engineer-in-Charge and as per Technical Specification Clause 502 MoRT&H (5th Revision) (for use on Wet mix macadam & WBM) ,including overhead charges & Contractors profit excluding Seignarage charges etc complete.

2625

56

148496

... More
Road;Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory roller of 80 to 100kN to achieve the desired density including lighting, barricading and maintenance of diversion, etc as directed by the Engineer-in-Charge and as per Technical Specification Clause 406 MoRT&H ( 5th revision ), including overhead charges & Contractor profit excluding Seignarage charges etc complete.

669.38

2831

1895169

... More
Road;Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRT&H (Table 400-1 & 400-2) including cost, and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix-in-place method with rotavator / approved means at OMC and compacting with vibratory roller to achieve CBR value minimum of 30% at 98% of dry density and PI value maximum 6, complete for finished item of work as per MoRT&H Specification 401 (5th revision) including contractors profit & Over head charges excluding Seignarage charges etc

616

2461

1516475

... More
Road;Construction of earthen shoulders with selective soils obtained from borrow pits with MDD of 18 KN/Cum , CBR = 12%, PI < 12% from approved sources, grading and consoilidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of MoRT&H, including all hire and operational charges of T&P complete for finished item of work as per MoRT&H specification 305 (5th revision)

498.75

288

143790

... More
Road;Forming Embankment with material obtained from borrowed useful earth from outside road boundary by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). (The soil CBR>10%, PI<18% & MDD>1.8 g/cc)

2940

318

937272

... More
Road;4.R/F Namdapur ZP Road to Palabai(T) via Ananthapur of Bomraspet Mandal in Vikarabad District.Est cost.Rs.129.50 lakhs Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness by Mechanical means as per the Techinical Specification Clause 201 MoRTH 5th Revision

2520

3

9904

... More
Road;Cost, supply and Painting on road for Rumble strips 7.5mm thick (in 3 layers each of 2.5mm thick) including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc,. Complete.

3

2107

6321

... More
Road;Cost, supply and Painting on road of Thermoplastic Paint of 2.50 mm thick including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc,. Complete.

440

728

320320

... More
Road;Cost, supply and fixing on road of Reflective Studs - RMP (Twin Moulded Shanks) including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc,. Complete.

24

399

9576

... More
Road;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 47 mm x 47 mm 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD ,including overhead charges & Contractors profit ,but excluding Seignarage charges.

4

2291

9168

... More
Road;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 47 mm 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 foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD.,including overhead charges & Contractors profit ,but excluding Seignarage charges.

4

2996

11988

... More
Road;Providing and fixing of typical CRR informatory and Name Board with necessary Logo as per 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 we welded with MS angle irone frame of 25 mm x 25 mm 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 450 mm x 600 mm, 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47mm of 12 SWG sheet tube. All M.s. will be stove enameled on both sides. Lettering and printing arrows, border etc., will be pointed 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 MORD ,including overhead charges & Contractors profit ,but excluding Seignarage charges.

1

15905

15905

... More
Road;Reinforced cement concrete M15 grade H.M stones of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 804 MORTH ,including overhead charges & Contractors profit ,But Exculding Seignarage charges. H.M Stone (200M) Stone

9

745

6707

... More
Road;Reinforced cement concrete M15 grade K.M stones of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 804 MORTH ,including overhead charges & Contractors profit ,But Exculding Seignarage charges. Ordinery KM Stone

2

2682

5365

... More
Road;Providing, laying Reinforced cement concrete Hume pipes of 1000 mm Dia., NP4 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1000mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work.

60

14094

845677

... More
Road;Providing PCC M15 mix using 40mm, 20mm & 10mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for Substructure.

116.56

6760

788005

... More
Road;Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate (Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, machine mixing, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2200 (5th Revision) for foundations.

142.24

6391

909163

... More
Road;Providing Plain Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundation.

44.4

5715

253785

... More
Road;Sand Filling in foundation trenches as per drawing and technical specification Clause 304 of MORTH including overhead charges & Contractors profit etc complete.

43.44

1342

58315

... More
Road;Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge.

414.24

123

51239

... More
Road;Construction of dowel jointed un-reinforced, expansion and construction joint plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates (Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to IS : 383, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion and construction joints, applying primer, sealant, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD including overhead charges & Contractors profit excluding Seignarage charges etc complete.

75

7512

563470

... More
Road;Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of grading-II premixed with bituminous binder 60/70 @ 5.4 to 5.6 percent of mix and filler with stone dust, transporting the hot mix to work site, laying with a Mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

247.5

11172

2765157

... More
Road;Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared Bitumenus surfaces & cleaned with Hydraulic broom,as directed by the Engineer-in-Charge and as per Technical Specification Clause 503 MoRT&H (5th Revision), including overhead charges & Contractors profit excluding Seignarage charges etc complete.

8250

12

102878

... More
Road;Providing and laying 50 mm thick of Dense Graded Bituminous Macadam with 100-120 TPH batch type hot mix plant using HBG crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th revision) premixed with bitumen VG-30 grade (60/70)@ 4 to 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with Mechanical Paver finisher to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including charges of all materials etc., complete and as per MoRTH specification No. 505(5th Revision)

412.5

9895

4081923

... More
Road;Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom,as directed by the Engineer-in-Charge and as per Technical Specification Clause 503 MoRT&H (5th Revision), including overhead charges & Contractors profit excluding Seignarage charges etc complete.

8250

16

134888

... More
Road;Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means, as directed by the Engineer-in-Charge and as per Technical Specification Clause 502 MoRT&H (5th Revision) (for use on Wet mix macadam & WBM) ,including overhead charges & Contractors profit excluding Seignarage charges etc complete.

8250

56

466703

... More
Road;Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory roller of 80 to 100kN to achieve the desired density including lighting, barricading and maintenance of diversion, etc as directed by the Engineer-in-Charge and as per Technical Specification Clause 406 MoRT&H ( 5th revision ), including overhead charges & Contractor profit excluding Seignarage charges etc complete.

1912.5

2831

5414727

... More
Road;Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRT&H (Table 400-1 & 400-2) including cost, and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix-in-place method with rotavator / approved means at OMC and compacting with vibratory roller to achieve CBR value minimum of 30% at 98% of dry density and PI value maximum 6, complete for finished item of work as per MoRT&H Specification 401 (5th revision) including contractors profit & Over head charges excluding Seignarage charges etc

1800

2461

4431258

... More
Road;Construction of earthen shoulders with selective soils obtained from borrow pits with MDD of 18 KN/Cum , CBR = 12%, PI < 12% from approved sources, grading and consoilidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of MoRT&H, including all hire and operational charges of T&P complete for finished item of work as per MoRT&H specification 305 (5th revision)

1312.5

288

378394

... More
Road;Forming Embankment with material obtained from borrowed useful earth from outside road boundary by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). (The soil CBR>10%, PI<18% & MDD>1.8 g/cc)

6900

318

2199720

... More
Road;Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness by Mechanical means as per the Techinical Specification Clause 201 MoRTH 5th Revision

6900

3

27117

... More
Road;Cost, supply and Painting on road for Rumble strips 7.5mm thick (in 3 layers each of 2.5mm thick) including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc,. Complete.

1.5

2107

3161

... More
Road;Cost, supply and Painting on road of Thermoplastic Paint of 2.50 mm thick including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc,. Complete.

78

728

56784

... More
Road;Cost, supply and fixing on road of Reflective Studs - RMP (Twin Moulded Shanks) including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc,. Complete.

12

399

4788

... More
Road;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 47 mm x 47 mm 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD ,including overhead charges & Contractors profit ,but excluding Seignarage charges.

2

2291

4584

... More
Road;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 47 mm 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 foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD.,including overhead charges & Contractors profit ,but excluding Seignarage charges.

2

2996

5994

... More
Road;Providing and fixing of typical CRR informatory and Name Board with necessary Logo as per 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 we welded with MS angle irone frame of 25 mm x 25 mm 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 450 mm x 600 mm, 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47mm of 12 SWG sheet tube. All M.s. will be stove enameled on both sides. Lettering and printing arrows, border etc., will be pointed 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 MORD ,including overhead charges & Contractors profit ,but excluding Seignarage charges.

1

15905

15905

... More
Road;Reinforced cement concrete M15 grade H.M stones of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 804 MORTH ,including overhead charges & Contractors profit ,But Exculding Seignarage charges. H.M Stone (200M) Stone

4

745

2981

... More
Road;Reinforced cement concrete M15 grade K.M stones of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 804 MORTH ,including overhead charges & Contractors profit ,But Exculding Seignarage charges. Ordinery KM Stone

2

2682

5365

... More
Road;Providing, laying Reinforced cement concrete Hume pipes of 1000 mm Dia., NP4 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1000mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work.

7.5

14094

105710

... More
Road;Providing PCC M15 mix using 40mm, 20mm & 10mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for Substructure.

14.57

6760

98501

... More
Road;Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate (Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, machine mixing, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2200 (5th Revision) for foundations.

17.78

6391

113645

... More
Road;Providing Plain Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundation.

5.55

5715

31723

... More
Road;Sand Filling in foundation trenches as per drawing and technical specification Clause 304 of MORTH including overhead charges & Contractors profit etc complete.

5.43

1342

7289

... More
Road;Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge.

51.78

123

6405

... More
Road;Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of grading-II premixed with bituminous binder 60/70 @ 5.4 to 5.6 percent of mix and filler with stone dust, transporting the hot mix to work site, laying with a Mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

43.88

11172

490243

... More
Road;Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared Bitumenus surfaces & cleaned with Hydraulic broom,as directed by the Engineer-in-Charge and as per Technical Specification Clause 503 MoRT&H (5th Revision), including overhead charges & Contractors profit excluding Seignarage charges etc complete.

1462.5

12

18237

... More
Road;Providing and laying 50 mm thick of Dense Graded Bituminous Macadam with 100-120 TPH batch type hot mix plant using HBG crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th revision) premixed with bitumen VG-30 grade (60/70)@ 4 to 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with Mechanical Paver finisher to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including charges of all materials etc., complete and as per MoRTH specification No. 505(5th Revision)

73.13

9895

723663

... More
Road;Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom,as directed by the Engineer-in-Charge and as per Technical Specification Clause 503 MoRT&H (5th Revision), including overhead charges & Contractors profit excluding Seignarage charges etc complete.

1462.5

16

23912

... More
Road;Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means, as directed by the Engineer-in-Charge and as per Technical Specification Clause 502 MoRT&H (5th Revision) (for use on Wet mix macadam & WBM) ,including overhead charges & Contractors profit excluding Seignarage charges etc complete.

1462.5

56

82734

... More
Road;Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory roller of 80 to 100kN to achieve the desired density including lighting, barricading and maintenance of diversion, etc as directed by the Engineer-in-Charge and as per Technical Specification Clause 406 MoRT&H ( 5th revision ), including overhead charges & Contractor profit excluding Seignarage charges etc complete.

329.06

2831

931645

... More
Road;Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRT&H (Table 400-1 & 400-2) including cost, and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix-in-place method with rotavator / approved means at OMC and compacting with vibratory roller to achieve CBR value minimum of 30% at 98% of dry density and PI value maximum 6, complete for finished item of work as per MoRT&H Specification 401 (5th revision) including contractors profit & Over head charges excluding Seignarage charges etc

312

2461

768085

... More
Road;Construction of earthen shoulders with selective soils obtained from borrow pits with MDD of 18 KN/Cum , CBR = 12%, PI < 12% from approved sources, grading and consoilidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of MoRT&H, including all hire and operational charges of T&P complete for finished item of work as per MoRT&H specification 305 (5th revision)

219.38

288

63247

... More
Road;Forming Embankment with material obtained from borrowed useful earth from outside road boundary by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). (The soil CBR>10%, PI<18% & MDD>1.8 g/cc)

1365

318

435162

... More
Road;2.Approach Road to Venkatnaik(T) of Bomraspet Mandal in Vikarabad District.Est cost.Rs.54.00 lakhs :Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness by Mechanical means as per the Techinical Specification Clause 201 MoRTH 5th Revision

1170

3

4598

... More
Road;Cost, supply and Painting on road for Rumble strips 7.5mm thick (in 3 layers each of 2.5mm thick) including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc,. Complete.

1.5

2107

3161

... More
Road;Cost, supply and Painting on road of Thermoplastic Paint of 2.50 mm thick including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc,. Complete.

320

728

232960

... More
Road;Road Safety Interventions: Cost, supply and fixing on road of Reflective Studs - RMP (Twin Moulded Shanks) including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc,. Complete.

12

399

4788

... More
Road;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 47 mm x 47 mm 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD ,including overhead charges & Contractors profit ,but excluding Seignarage charges.

3

2291

6876

... More
Road;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 47 mm 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 foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD.,including overhead charges & Contractors profit ,but excluding Seignarage charges.

3

2996

8991

... More
Road;Providing and fixing of typical CRR informatory and Name Board with necessary Logo as per 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 we welded with MS angle irone frame of 25 mm x 25 mm 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 450 mm x 600 mm, 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47mm of 12 SWG sheet tube. All M.s. will be stove enameled on both sides. Lettering and printing arrows, border etc., will be pointed 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 MORD ,including overhead charges & Contractors profit ,but excluding Seignarage charges.

1

15905

15905

... More
Road;Reinforced cement concrete M15 grade H.M stones of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 804 MORTH ,including overhead charges & Contractors profit ,But Exculding Seignarage charges. H.M Stone (200M) Stone

7

745

5217

... More
Road;Road Furniture :Reinforced cement concrete M15 grade K.M stones of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 804 MORTH ,including overhead charges & Contractors profit ,But Exculding Seignarage charges. Ordinery KM Stone

3

2682

8048

... More
Road;Providing, laying Reinforced cement concrete Hume pipes of 1000 mm Dia., NP4 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1000mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work.

45

14094

634257

... More
Road;Providing PCC M15 mix using 40mm, 20mm & 10mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for Substructure.

87.42

6760

591004

... More
Road;Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate (Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, machine mixing, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2200 (5th Revision) for foundations.

106.68

6391

681872

... More
Road;Providing Plain Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundation.

33.3

5715

190338

... More
Road;Sand Filling in foundation trenches as per drawing and technical specification Clause 304 of MORTH including overhead charges & Contractors profit etc complete.

32.58

1342

43736

... More
Road;Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge.

310.68

123

38431

... More
Road;Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of grading-II premixed with bituminous binder 60/70 @ 5.4 to 5.6 percent of mix and filler with stone dust, transporting the hot mix to work site, laying with a Mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

180

11172

2011023

... More
Road;Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared Bitumenus surfaces & cleaned with Hydraulic broom,as directed by the Engineer-in-Charge and as per Technical Specification Clause 503 MoRT&H (5th Revision), including overhead charges & Contractors profit excluding Seignarage charges etc complete.

6000

12

74820

... More
Road;Providing and laying 50 mm thick of Dense Graded Bituminous Macadam with 100-120 TPH batch type hot mix plant using HBG crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th revision) premixed with bitumen VG-30 grade (60/70)@ 4 to 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with Mechanical Paver finisher to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including charges of all materials etc., complete and as per MoRTH specification No. 505(5th Revision)

300

9895

2968671

... More
Road;Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom,as directed by the Engineer-in-Charge and as per Technical Specification Clause 503 MoRT&H (5th Revision), including overhead charges & Contractors profit excluding Seignarage charges etc complete.

6000

16

98100

... More
Road;Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means, as directed by the Engineer-in-Charge and as per Technical Specification Clause 502 MoRT&H (5th Revision) (for use on Wet mix macadam & WBM) ,including overhead charges & Contractors profit excluding Seignarage charges etc complete.

6000

56

339420

... More
Road;Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory roller of 80 to 100kN to achieve the desired density including lighting, barricading and maintenance of diversion, etc as directed by the Engineer-in-Charge and as per Technical Specification Clause 406 MoRT&H ( 5th revision ), including overhead charges & Contractor profit excluding Seignarage charges etc complete.

1350

2831

3822161

... More
Road;Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRT&H (Table 400-1 & 400-2) including cost, and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix-in-place method with rotavator / approved means at OMC and compacting with vibratory roller to achieve CBR value minimum of 30% at 98% of dry density and PI value maximum 6, complete for finished item of work as per MoRT&H Specification 401 (5th revision) including contractors profit & Over head charges excluding Seignarage charges etc

1280

2461

3151117

... More
Road;Construction of earthen shoulders with selective soils obtained from borrow pits with MDD of 18 KN/Cum , CBR = 12%, PI < 12% from approved sources, grading and consoilidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of MoRT&H, including all hire and operational charges of T&P complete for finished item of work as per MoRT&H specification 305 (5th revision)

900

288

259470

... More
Road;Forming Embankment with material obtained from borrowed useful earth from outside road boundary by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). (The soil CBR>10%, PI<18% & MDD>1.8 g/cc)

5600

318

1785280

... More
Road;Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness by Mechanical means as per the Techinical Specification Clause 201 MoRTH 5th Revision

4800

3

18864



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