Aprrp2 / Wg / Btr / 1E Consisting Of 16 Works In Undrajavaram, Peravali And Nidadavole Mandals In West Godavari District, Nidadavole-Andhra Pradesh

TDR : 31555215

Tender Notice
BOQ

Expired

Nidadavole , Andhra Pradesh

Tender Brief : Aprrp2 / Wg / Btr / 1E Consisting Of 16 Works In Undrajavaram, Peravali And Nidadavole Mandals In West Godavari District

Document Fees
Refer document

EMD
₹ 780000.0 /-

Tender Value
₹ 7.71 Crore /-

Submission Date
20-04-2022

Competition Type
Indian

Bidding Type
Tender

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1	Reconstruction & B.T Renewals to the Road from Satyawada to Chilakapadu in Undrajavaram (M)
2	Road Portion
3	Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH including contractors profit & Over head charges, but excluding GST etc., complete for finished item of work.
4	Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD/305 MORTHincluding overhead charges & Contractor profit, but excluding GSTand Seignorage charges etc., complete for finished item of work.
5	Providing profile correction coarse using 25% of new WBM grading III HBG Graded metal and 75% old metal obtained by picking the existing metal surface including spreading in uniform thickness, hand picking, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screenings /binding materials to fill up the interstecies of Coarse aggregate, watering and compacting to the required density specification clause 405(2) of MoRD for compacted thickness of 75 mm complete for finished item of work in all respects including cost of all materials and all labour & machinary charges, contractor proft & over heads excluding GST and seignorage charges as directed by Engineer-in-charge for Profile correction using 25% new materials.
6	Providing, laying, spreading and compacting HBG graded machine crushed 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, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
7	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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
8	Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
9	Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
10	Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 20mm thickness by hot mix plantusing hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type \"B\") as per specification 512 of MORTH, premixed with bituminous binder 60/70 grade (S-65, VG-30 Bulk) @ 19.00 Kg per 10 Sqm area, including cost of all materials (excluding seigniorage) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 Tonnes as per MORTH Specification 512 complete for finished item of work in all respects excluding GST and seigniorage charges as directed by Engineer-in-charge.
11	Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
12	Road Safety Interventions
13	Providing and fixing of Kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level, painting, lettering etc., Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
14	Providing and fixing of Hectometre stones of size 350x150x1100mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level, painting, lettering etc., Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
15	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mm x mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm, 600mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600mm Circular sign boards.
16	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mmx6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600mm, 600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600mm Equilateral triangle sign boards.
17	Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width & required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two Nos. of 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to ground by mean of properly designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Main Information Board of size 1500x1200mm.
18	Providing and erecting direction and place identification of semi reflective boards as per IRC 67 made of 2mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width & required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Village Boards of size 900 x 600mm.
19	Pavement markings with hot line applied thermo plastic compound 2.50mm thick including reflecting glass beads at 250gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300cms length and 10cm width with a gap of 450 mm including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164-1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35-1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
20	Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category-A of MORTH Circular No. RW/NH/33023/10-97–DO, III Dt 11.06.1997. The height, width and length shall not exceed 50mm, 100mm and 100mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
21	Reconstruction & B.T Renewals to the Road from Chilakapadu Village road in Undrajavarm (M)
22	Road Portion
23	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
24	Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH including contractors profit & Over head charges, but excluding GST etc., complete for finished item of work.
25	Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD/305 MORTHincluding overhead charges & Contractor profit, but excluding GSTand Seignorage charges etc., complete for finished item of work.
26	Providing profile correction coarse using 25% of new WBM grading III HBG Graded metal and 75% old metal obtained by picking the existing metal surface including spreading in uniform thickness, hand picking, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screenings /binding materials to fill up the interstecies of Coarse aggregate, watering and compacting to the required density specification clause 405(2) of MoRD for compacted thickness of 75 mm complete for finished item of work in all respects including cost of all materials and all labour & machinary charges, contractor proft & over heads excluding GST and seignorage charges as directed by Engineer-in-charge for Profile correction using 25% new materials.
27	Providing, laying, spreading and compacting HBG graded machine crushed 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, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
28	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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
29	Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
30	Providing and laying Semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, (Grading II using 9.50mm nominal size) premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respects, including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
31	Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
32	Road Safety Interventions
33	Providing and fixing of Kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level, painting, lettering etc., Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
34	Providing and fixing of Hectometre stones of size 350x150x1100mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level, painting, lettering etc., Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
35	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mm x mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm, 600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600mm Circular sign boards.
36	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mmx6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600mm, 600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600mm Equilateral triangle sign boards.
37	Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width & required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two Nos. of 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to ground by mean of properly designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Main Information Board of size 1500x1200mm.
38	Providing and erecting direction and place identification of semi reflective boards as per IRC 67 made of 2mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width & required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Village Boards of size 900 x 600mm.
39	Pavement markings with hot line applied thermo plastic compound 2.50mm thick including reflecting glass beads at 250gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300cms length and 10cm width with a gap of 450 mm including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164-1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35-1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
40	Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category-A of MORTH Circular No. RW/NH/33023/10-97–DO, III Dt 11.06.1997. The height, width and length shall not exceed 50mm, 100mm and 100mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
41	Reconstruction & B.T Renewals to the Road from Undrajavaram to Satyawada in Undrajavaram (M)
42	Road Portion
43	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
44	Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH including contractors profit & Over head charges, but excluding GST etc., complete for finished item of work.
45	Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD/305 MORTHincluding overhead charges & Contractor profit, but excluding GSTand Seignorage charges etc., complete for finished item of work.
46	Providing profile correction coarse using 25% of new WBM grading III HBG Graded metal and 75% old metal obtained by picking the existing metal surface including spreading in uniform thickness, hand picking, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screenings /binding materials to fill up the interstecies of Coarse aggregate, watering and compacting to the required density specification clause 405(2) of MoRD for compacted thickness of 75 mm complete for finished item of work in all respects including cost of all materials and all labour & machinary charges, contractor proft & over heads excluding GST and seignorage charges as directed by Engineer-in-charge for Profile correction using 25% new materials.
47	Providing, laying, spreading and compacting HBG graded machine crushed 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, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
48	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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
49	Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
50	Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
51	Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 20mm thickness by hot mix plantusing hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type \"B\") as per specification 512 of MORTH, premixed with bituminous binder 60/70 grade (S-65, VG-30 Bulk) @ 19.00 Kg per 10 Sqm area, including cost of all materials (excluding seigniorage) andtransporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 Tonnes as per MORTH Specification 512 complete for finished item of work in all respects excluding GST and seigniorage charges as directed by Engineer-in-charge.
52	Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
53	Road Safety Interventions
54	Providing and fixing of Kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level, painting, lettering etc., Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
55	Providing and fixing of Hectometre stones of size 350x150x1100mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level, painting, lettering etc., Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
56	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mm x mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm, 600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600mm Circular sign boards.
57	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mmx6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600mm, 600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600mm Equilateral triangle sign boards.
58	Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width & required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two Nos. of 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to ground by mean of properly designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Main Information Board of size 1500x1200mm.
59	Providing and erecting direction and place identification of semi reflective boards as per IRC 67 made of 2mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width & required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Village Boards of size 900 x 600mm.
60	Pavement markings with hot line applied thermo plastic compound 2.50mm thick including reflecting glass beads at 250gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300cms length and 10cm width with a gap of 450 mm including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164-1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35-1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
61	Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category-A of MORTH Circular No. RW/NH/33023/10-97–DO, III Dt 11.06.1997. The height, width and length shall not exceed 50mm, 100mm and 100mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
62	Reconstruction & B.T Renewals of Road from Chivatam to Palangi via K.Savaram in Undrajavaram (M)
63	Road Portion
64	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
65	Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH including contractors profit & Over head charges, but excluding GST etc., complete for finished item of work.
66	Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD/305 MORTHincluding overhead charges & Contractor profit, but excluding GSTand Seignorage charges etc., complete for finished item of work.
67	Providing profile correction coarse using 25% of new WBM grading III HBG Graded metal and 75% old metal obtained by picking the existing metal surface including spreading in uniform thickness, hand picking, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screenings /binding materials to fill up the interstecies of Coarse aggregate, watering and compacting to the required density specification clause 405(2) of MoRD for compacted thickness of 75 mm complete for finished item of work in all respects including cost of all materials and all labour & machinary charges, contractor proft & over heads excluding GST and seignorage charges as directed by Engineer-in-charge for Profile correction using 25% new materials.
68	Providing, laying, spreading and compacting HBG graded machine crushed 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, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
69	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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
70	Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
71	Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
72	Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 20mm thickness by hot mix plantusing hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type \"B\") as per specification 512 of MORTH, premixed with bituminous binder 60/70 grade (S-65, VG-30 Bulk) @ 19.00 Kg per 10 Sqm area, including cost of all materials (excluding seigniorage) andtransporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 Tonnes as per MORTH Specification 512 complete for finished item of work in all respects excluding GST and seigniorage charges as directed by Engineer-in-charge.
73	Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
74	Construction of un-reinforced, 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 conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick , including levelling the formwork as per drawing) spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction joints @3.00 m spacing , construction joints,primer, sealant,curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawingand including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.25 mts joint spacing).
75	Road Safety Interventions
76	Providing and fixing of Kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level, painting, lettering etc., Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
77	Providing and fixing of Hectometre stones of size 350x150x1100mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level, painting, lettering etc., Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
78	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mm x mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm, 600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600mm Circular sign boards.
79	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mmx6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600mm, 600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600mm Equilateral triangle sign boards.
80	Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width & required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two Nos. of 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to ground by mean of properly designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Main Information Board of size 1500x1200mm.
81	Providing and erecting direction and place identification of semi reflective boards as per IRC 67 made of 2mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width & required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Village Boards of size 900 x 600mm.
82	Pavement markings with hot line applied thermo plastic compound 2.50mm thick including reflecting glass beads at 250gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300cms length and 10cm width with a gap of 450 mm including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164-1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35-1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
83	Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category-A of MORTH Circular No. RW/NH/33023/10-97–DO, III Dt 11.06.1997. The height, width and length shall not exceed 50mm, 100mm and 100mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
84	Reconstruction & B.T Renewals of Road from Suryaraopalem to Satyawada Bridge via Reddy Cheruvu in Undrajavaram (M)
85	Road Portion
86	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
87	Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH including contractors profit & Over head charges, but excluding GST etc., complete for finished item of work.
88	Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD/305 MORTHincluding overhead charges & Contractor profit, but excluding GSTand Seignorage charges etc., complete for finished item of work.
89	Providing profile correction coarse using 25% of new WBM grading III HBG Graded metal and 75% old metal obtained by picking the existing metal surface including spreading in uniform thickness, hand picking, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screenings /binding materials to fill up the interstecies of Coarse aggregate, watering and compacting to the required density specification clause 405(2) of MoRD for compacted thickness of 75 mm complete for finished item of work in all respects including cost of all materials and all labour & machinary charges, contractor proft & over heads excluding GST and seignorage charges as directed by Engineer-in-charge for Profile correction using 25% new materials.
90	Providing, laying, spreading and compacting HBG graded machine crushed 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, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
91	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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
92	Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
93	Providing and laying Semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, (Grading II using 9.50mm nominal size) premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respects, including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
94	Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
95	Road Safety Interventions
96	Providing and fixing of Kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level, painting, lettering etc., Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
97	Providing and fixing of Hectometre stones of size 350x150x1100mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level, painting, lettering etc., Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
98	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mm x mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm, 600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600mm Circular sign boards.
99	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mmx6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600mm, 600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600mm Equilateral triangle sign boards.
100	Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width & required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two Nos. of 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to ground by mean of properly designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Main Information Board of size 1500x1200mm.
101	Providing and erecting direction and place identification of semi reflective boards as per IRC 67 made of 2mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width & required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Village Boards of size 900 x 600mm.
102	Pavement markings with hot line applied thermo plastic compound 2.50mm thick including reflecting glass beads at 250gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300cms length and 10cm width with a gap of 450 mm including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164-1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35-1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
103	Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category-A of MORTH Circular No. RW/NH/33023/10-97–DO, III Dt 11.06.1997. The height, width and length shall not exceed 50mm, 100mm and 100mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
104	Reconstruction & B.T Renewals of Road from Tanuku NH16 to Ajjaram in Peravali (M)
105	Road Portion
106	Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH including contractors profit & Over head charges, but excluding GST etc., complete for finished item of work.
107	Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc., as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD/305 MORTH including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work.
108	Construction of granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with tractor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller 8 T to achieve the desired density, complete as per Technical Specification Clause 401 MORD/MORTH including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
109	Providing, laying, spreading and compacting HBG graded machine crushed 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, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
110	Construction of un-reinforced, 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 conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick , including levelling the formwork as per drawing) spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction joints @3.00 m spacing , construction joints,primer, sealant,curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawingand including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.25 mts joint spacing).
111	Construction of Improved subgrade by providing Selected earth having CBR value greater than or equal to 5% MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
112	Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
113	Providing profile correction coarse using 25% of new WBM grading III HBG Graded metal and 75% old metal obtained by picking the existing metal surface including spreading in uniform thickness, hand picking, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screenings /binding materials to fill up the interstecies of Coarse aggregate, watering and compacting to the required density specification clause 405(2) of MoRD for compacted thickness of 75 mm complete for finished item of work in all respects including cost of all materials and all labour & machinary charges, contractor proft & over heads excluding GST and seignorage charges as directed by Engineer-in-charge for Profile correction using 25% new materials.
114	Road Safety Interventions
115	Providing and fixing of Kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level, painting, lettering etc., Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
116	Providing and fixing of Hectometre stones of size 350x150x1100mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level, painting, lettering etc., Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
117	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mm x mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm, 600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600mm Circular sign boards.
118	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mmx6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600mm, 600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600mm Equilateral triangle sign boards.
119	Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width & required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two Nos. of 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to ground by mean of properly designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Main Information Board of size 1500x1200mm.
120	Providing and erecting direction and place identification of semi reflective boards as per IRC 67 made of 2mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width & required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Village Boards of size 900 x 600mm.
121	Pavement markings with hot line applied thermo plastic compound 2.50mm thick including reflecting glass beads at 250gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300cms length and 10cm width with a gap of 450 mm including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164-1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35-1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
122	Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category-A of MORTH Circular No. RW/NH/33023/10-97–DO, III Dt 11.06.1997. The height, width and length shall not exceed 50mm, 100mm and 100mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
123	Reconstruction & B.T Renewals of Road from Mukkamala to Mutyalavaripalem via Odurivaripalem in Peravali (M)
124	Road Portion
125	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
126	Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH including contractors profit & Over head charges, but excluding GST etc., complete for finished item of work.
127	Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD/305 MORTHincluding overhead charges & Contractor profit, but excluding GSTand Seignorage charges etc., complete for finished item of work.
128	Construction of granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with tractor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller 8 T to achieve the desired density, complete as per Technical Specification Clause 401 MORD/MORTH including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
129	Providing profile correction coarse using 25% of new WBM grading III HBG Graded metal and 75% old metal obtained by picking the existing metal surface including spreading in uniform thickness, hand picking, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screenings /binding materials to fill up the interstecies of Coarse aggregate, watering and compacting to the required density specification clause 405(2) of MoRD for compacted thickness of 75 mm complete for finished item of work in all respects including cost of all materials and all labour & machinary charges, contractor proft & over heads excluding GST and seignorage charges as directed by Engineer-in-charge for Profile correction using 25% new materials.
130	Providing, laying, spreading and compacting HBG graded machine crushed 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, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
131	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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
132	Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
133	Providing and laying Semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, (Grading II using 9.50mm nominal size) premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respects, including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
134	Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
135	Construction of un-reinforced, 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 conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick , including levelling the formwork as per drawing) spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction joints @3.00 m spacing , construction joints,primer, sealant,curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawingand including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.25 mts joint spacing).
136	Road Safety Interventions
137	Providing and fixing of Kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level, painting, lettering etc., Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
138	Providing and fixing of Hectometre stones of size 350x150x1100mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level, painting, lettering etc., Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
139	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mm x mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm, 600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600mm Circular sign boards.
140	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mmx6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600mm, 600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600mm Equilateral triangle sign boards.
141	Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width & required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two Nos. of 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to ground by mean of properly designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Main Information Board of size 1500x1200mm.
142	Providing and erecting direction and place identification of semi reflective boards as per IRC 67 made of 2mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width & required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Village Boards of size 900 x 600mm.
143	Pavement markings with hot line applied thermo plastic compound 2.50mm thick including reflecting glass beads at 250gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300cms length and 10cm width with a gap of 450 mm including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164-1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35-1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
144	Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category-A of MORTH Circular No. RW/NH/33023/10-97–DO, III Dt 11.06.1997. The height, width and length shall not exceed 50mm, 100mm and 100mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
145	Reconstruction & B.T Renewals of Road from Kakaraparru Village Road in Peravali (M)
146	Road Portion
147	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
148	Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH including contractors profit & Over head charges, but excluding GST etc., complete for finished item of work.
149	Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD/305 MORTHincluding overhead charges & Contractor profit, but excluding GSTand Seignorage charges etc., complete for finished item of work.
150	Providing profile correction coarse using 25% of new WBM grading III HBG Graded metal and 75% old metal obtained by picking the existing metal surface including spreading in uniform thickness, hand picking, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screenings /binding materials to fill up the interstecies of Coarse aggregate, watering and compacting to the required density specification clause 405(2) of MoRD for compacted thickness of 75 mm complete for finished item of work in all respects including cost of all materials and all labour & machinary charges, contractor proft & over heads excluding GST and seignorage charges as directed by Engineer-in-charge for Profile correction using 25% new materials.
151	Providing, laying, spreading and compacting HBG graded machine crushed 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, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
152	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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
153	Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
154	Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
155	Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 20mm thickness by hot mix plantusing hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type \"B\") as per specification 512 of MORTH, premixed with bituminous binder 60/70 grade (S-65, VG-30 Bulk) @ 19.00 Kg per 10 Sqm area, including cost of all materials (excluding seigniorage) andtransporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 Tonnes as per MORTH Specification 512 complete for finished item of work in all respects excluding GST and seigniorage charges as directed by Engineer-in-charge.
156	Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
157	Construction of un-reinforced, 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 conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick , including levelling the formwork as per drawing) spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction joints @3.00 m spacing , construction joints,primer, sealant,curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawingand including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.25 mts joint spacing).
158	Construction of 1.00mts span RCC Slab Culvert
159	Earthwork in excavation for structures in ordinary soils 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 up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
160	Filling in foundation trenches with sandas per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc.,complete for finished item of work for bed.
161	Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing outwater etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges as levelling course
162	Providing concrete for plain concrete M15 (Nominal mix) using 40, 20 & 10mm size HBG machine crushed (SS5) graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Raft.
163	Providing concrete for plain concrete M15 (Nominal mix) in Substructure using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 & 1204 MORD and 1500, 1700 & 2200 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for body walls.
164	Providing concrete for plain concrete M25 (Design mix) using 20 & 10mm size HBG machine crushed (SS5) graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Bed Blocks & Backing Walls.
165	Providing concrete for plain concrete M25 (Design mix) using 20 & 10mm size HBG machine crushed (SS5) graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Deck Slab.
166	Providing and laying cement concrete wearing course M 30 Grade Design mix with HBG M/C metal including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH including cost, all labour charges for all operations etc., complete but excluding steel and its fabrication charges, GST, Seignorage Charges etc., complete for finished item of work.
167	Cost, supply and fixing of Bituminous Mastic pad 25.40 mm thick including cost and conveyance of all material and all labour charges including contractors profit & over heads, but excluding GST etc., complete for finished item of work.
168	Supplying, fitting, and placing HYSD bar reinforcement (Fe-415) in Sub-Structure complete as per drawing and technical specifications Clauses 1002,1005, 1010and 1202 MORD & 1600, 2200 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including cost, all labour charges for all operationsincluding overhead charges Contractors profitbut excluding GST etc complete for finished item of work.
169	Supplying, fitting, and placing HYSD bar reinforcement in Super structure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including cost, all labour charges for all operationsincluding overhead charges and contractors profit but excluding GST etc complete for finished item of work.
170	Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC 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 MORD / 2706 & 2200 MORTH including overhead charges & Contractors profit but excluding GST & Seignorage Charges etc., complete.
171	Road Safety Interventions
172	Providing and fixing of Kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level, painting, lettering etc., Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
173	Providing and fixing of Hectometre stones of size 350x150x1100mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level, painting, lettering etc., Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
174	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mm x mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm, 600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600mm Circular sign boards.
175	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mmx6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600mm, 600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600mm Equilateral triangle sign boards.
176	Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width & required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two Nos. of 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to ground by mean of properly designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Main Information Board of size 1500x1200mm.
177	Providing and erecting direction and place identification of semi reflective boards as per IRC 67 made of 2mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width & required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Village Boards of size 900 x 600mm.
178	Pavement markings with hot line applied thermo plastic compound 2.50mm thick including reflecting glass beads at 250gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300cms length and 10cm width with a gap of 450 mm including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164-1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35-1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
179	Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category-A of MORTH Circular No. RW/NH/33023/10-97–DO, III Dt 11.06.1997. The height, width and length shall not exceed 50mm, 100mm and 100mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
180	Reconstruction and BT RenewalsofRoad fromNH 16 to Bank canal in Kadimpaduin PeravaliMandal of West Godavari District.
181	Road Portion
182	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
183	Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH including contractors profit & Over head charges, but excluding GST etc., complete for finished item of work.
184	Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD/305 MORTHincluding overhead charges & Contractor profit, but excluding GSTand Seignorage charges etc., complete for finished item of work.
185	Providing profile correction coarse using 25% of new WBM grading III HBG Graded metal and 75% old metal obtained by picking the existing metal surface including spreading in uniform thickness, hand picking, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screenings /binding materials to fill up the interstecies of Coarse aggregate, watering and compacting to the required density specification clause 405(2) of MoRD for compacted thickness of 75 mm complete for finished item of work in all respects including cost of all materials and all labour & machinary charges, contractor proft & over heads excluding GST and seignorage charges as directed by Engineer-in-charge for Profile correction using 25% new materials.
186	Providing, laying, spreading and compacting HBG graded machine crushed 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, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
187	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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
188	Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
189	Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
190	Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 20mm thickness by hot mix plantusing hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type \"B\") as per specification 512 of MORTH, premixed with bituminous binder 60/70 grade (S-65, VG-30 Bulk) @ 19.00 Kg per 10 Sqm area, including cost of all materials (excluding seigniorage) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 Tonnes as per MORTH Specification 512 complete for finished item of work in all respects excluding GST and seigniorage charges as directed by Engineer-in-charge.
191	Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
192	Road Safety Interventions
193	Providing and fixing of Kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level, painting, lettering etc., Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
194	Providing and fixing of Hectometre stones of size 350x150x1100mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level, painting, lettering etc., Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
195	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mm x mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm, 600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600mm Circular sign boards.
196	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mmx6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600mm, 600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600mm Equilateral triangle sign boards.
197	Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width & required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two Nos. of 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to ground by mean of properly designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Main Information Board of size 1500x1200mm.
198	Providing and erecting direction and place identification of semi reflective boards as per IRC 67 made of 2mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width & required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Village Boards of size 900 x 600mm.
199	Pavement markings with hot line applied thermo plastic compound 2.50mm thick including reflecting glass beads at 250gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300cms length and 10cm width with a gap of 450 mm including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164-1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35-1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
200	Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category-A of MORTH Circular No. RW/NH/33023/10-97–DO, III Dt 11.06.1997. The height, width and length shall not exceed 50mm, 100mm and 100mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
201	Reconstruction & B.T Renewals of Road from Vadali-Mukkamala R&B Road to Lankamalapalli in Peravali (M)
202	Road Portion
203	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
204	Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH including contractors profit & Over head charges, but excluding GST etc., complete for finished item of work.
205	Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD/305 MORTHincluding overhead charges & Contractor profit, but excluding GSTand Seignorage charges etc., complete for finished item of work.
206	Providing profile correction coarse using 25% of new WBM grading III HBG Graded metal and 75% old metal obtained by picking the existing metal surface including spreading in uniform thickness, hand picking, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screenings /binding materials to fill up the interstecies of Coarse aggregate, watering and compacting to the required density specification clause 405(2) of MoRD for compacted thickness of 75 mm complete for finished item of work in all respects including cost of all materials and all labour & machinary charges, contractor proft & over heads excluding GST and seignorage charges as directed by Engineer-in-charge for Profile correction using 25% new materials.
207	Providing, laying, spreading and compacting HBG graded machine crushed 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, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
208	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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
209	Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
210	Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
211	Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 20mm thickness by hot mix plantusing hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type \"B\") as per specification 512 of MORTH, premixed with bituminous binder 60/70 grade (S-65, VG-30 Bulk) @ 19.00 Kg per 10 Sqm area, including cost of all materials (excluding seigniorage) andtransporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 Tonnes as per MORTH Specification 512 complete for finished item of work in all respects excluding GST and seigniorage charges as directed by Engineer-in-charge.
212	Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
213	Road Safety Interventions
214	Providing and fixing of Kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level, painting, lettering etc., Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
215	Providing and fixing of Hectometre stones of size 350x150x1100mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level, painting, lettering etc., Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
216	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mm x mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm, 600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600mm Circular sign boards.
217	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mmx6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600mm, 600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600mm Equilateral triangle sign boards.
218	Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width & required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two Nos. of 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to ground by mean of properly designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Main Information Board of size 1500x1200mm.
219	Providing and erecting direction and place identification of semi reflective boards as per IRC 67 made of 2mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width & required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Village Boards of size 900 x 600mm.
220	Pavement markings with hot line applied thermo plastic compound 2.50mm thick including reflecting glass beads at 250gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300cms length and 10cm width with a gap of 450 mm including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164-1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35-1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
221	Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category-A of MORTH Circular No. RW/NH/33023/10-97–DO, III Dt 11.06.1997. The height, width and length shall not exceed 50mm, 100mm and 100mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
222	Reconstruction & B.T Renewals of Road from Mukkamala to Nallakulavaripalem in Peravali (M)
223	Road Portion
224	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
225	Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH including contractors profit & Over head charges, but excluding GST etc., complete for finished item of work.
226	Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD/305 MORTHincluding overhead charges & Contractor profit, but excluding GSTand Seignorage charges etc., complete for finished item of work.
227	Construction of granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with tractor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller 8 T to achieve the desired density, complete as per Technical Specification Clause 401 MORD/MORTH including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
228	Providing profile correction coarse using 25% of new WBM grading III HBG Graded metal and 75% old metal obtained by picking the existing metal surface including spreading in uniform thickness, hand picking, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screenings /binding materials to fill up the interstecies of Coarse aggregate, watering and compacting to the required density specification clause 405(2) of MoRD for compacted thickness of 75 mm complete for finished item of work in all respects including cost of all materials and all labour & machinary charges, contractor proft & over heads excluding GST and seignorage charges as directed by Engineer-in-charge for Profile correction using 25% new materials.
229	Providing, laying, spreading and compacting HBG graded machine crushed 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, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
230	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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
231	Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
232	Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
233	Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 20mm thickness by hot mix plantusing hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type \"B\") as per specification 512 of MORTH, premixed with bituminous binder 60/70 grade (S-65, VG-30 Bulk) @ 19.00 Kg per 10 Sqm area, including cost of all materials (excluding seigniorage) andtransporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 Tonnes as per MORTH Specification 512 complete for finished item of work in all respects excluding GST and seigniorage charges as directed by Engineer-in-charge.
234	Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
235	Road Safety Interventions
236	Providing and fixing of Kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level, painting, lettering etc., Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
237	Providing and fixing of Hectometre stones of size 350x150x1100mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level, painting, lettering etc., Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
238	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mm x mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm, 600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600mm Circular sign boards.
239	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mmx6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600mm, 600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600mm Equilateral triangle sign boards.
240	Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width & required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two Nos. of 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to ground by mean of properly designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Main Information Board of size 1500x1200mm.
241	Providing and erecting direction and place identification of semi reflective boards as per IRC 67 made of 2mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width & required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Village Boards of size 900 x 600mm.
242	Pavement markings with hot line applied thermo plastic compound 2.50mm thick including reflecting glass beads at 250gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300cms length and 10cm width with a gap of 450 mm including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164-1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35-1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
243	Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category-A of MORTH Circular No. RW/NH/33023/10-97–DO, III Dt 11.06.1997. The height, width and length shall not exceed 50mm, 100mm and 100mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
244	Reconstruction & B.T Renewals of Road from MP Road to Korupalli in Nidadavole (M)
245	Road Portion
246	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
247	Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH including contractors profit & Over head charges, but excluding GST etc., complete for finished item of work.
248	Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD/305 MORTHincluding overhead charges & Contractor profit, but excluding GSTand Seignorage charges etc., complete for finished item of work.
249	Providing profile correction coarse using 25% of new WBM grading III HBG Graded metal and 75% old metal obtained by picking the existing metal surface including spreading in uniform thickness, hand picking, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screenings /binding materials to fill up the interstecies of Coarse aggregate, watering and compacting to the required density specification clause 405(2) of MoRD for compacted thickness of 75 mm complete for finished item of work in all respects including cost of all materials and all labour & machinary charges, contractor proft & over heads excluding GST and seignorage charges as directed by Engineer-in-charge for Profile correction using 25% new materials.
250	Providing, laying, spreading and compacting HBG graded machine crushed 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, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
251	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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
252	Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
253	Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
254	Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 20mm thickness by hot mix plantusing hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type \"B\") as per specification 512 of MORTH, premixed with bituminous binder 60/70 grade (S-65, VG-30 Bulk) @ 19.00 Kg per 10 Sqm area, including cost of all materials (excluding seigniorage) andtransporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 Tonnes as per MORTH Specification 512 complete for finished item of work in all respects excluding GST and seigniorage charges as directed by Engineer-in-charge.
255	Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
256	Road Safety Interventions
257	Providing and fixing of Kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level, painting, lettering etc., Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
258	Providing and fixing of Hectometre stones of size 350x150x1100mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level, painting, lettering etc., Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
259	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mm x mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm, 600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600mm Circular sign boards.
260	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mmx6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600mm, 600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600mm Equilateral triangle sign boards.
261	Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width & required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two Nos. of 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to ground by mean of properly designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Main Information Board of size 1500x1200mm.
262	Providing and erecting direction and place identification of semi reflective boards as per IRC 67 made of 2mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width & required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Village Boards of size 900 x 600mm.
263	Pavement markings with hot line applied thermo plastic compound 2.50mm thick including reflecting glass beads at 250gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300cms length and 10cm width with a gap of 450 mm including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164-1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35-1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
264	Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category-A of MORTH Circular No. RW/NH/33023/10-97–DO, III Dt 11.06.1997. The height, width and length shall not exceed 50mm, 100mm and 100mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
265	Reconstruction and B.T. RenewalsofRoad Jeedigunta village roadin NidadavoleMandal of West Godavari District.
266	Road Portion
267	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
268	Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH including contractors profit & Over head charges, but excluding GST etc., complete for finished item of work.
269	Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD/305 MORTHincluding overhead charges & Contractor profit, but excluding GSTand Seignorage charges etc., complete for finished item of work.
270	Providing profile correction coarse using 25% of new WBM grading III HBG Graded metal and 75% old metal obtained by picking the existing metal surface including spreading in uniform thickness, hand picking, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screenings /binding materials to fill up the interstecies of Coarse aggregate, watering and compacting to the required density specification clause 405(2) of MoRD for compacted thickness of 75 mm complete for finished item of work in all respects including cost of all materials and all labour & machinary charges, contractor proft & over heads excluding GST and seignorage charges as directed by Engineer-in-charge for Profile correction using 25% new materials.
271	Providing, laying, spreading and compacting HBG graded machine crushed 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, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
272	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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
273	Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
274	Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
275	Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 20mm thickness by hot mix plantusing hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type \"B\") as per specification 512 of MORTH, premixed with bituminous binder 60/70 grade (S-65, VG-30 Bulk) @ 19.00 Kg per 10 Sqm area, including cost of all materials (excluding seigniorage) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 Tonnes as per MORTH Specification 512 complete for finished item of work in all respects excluding GST and seigniorage charges as directed by Engineer-in-charge.
276	Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
277	Road Safety Interventions
278	Providing and fixing of Kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level, painting, lettering etc., Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
279	Providing and fixing of Hectometre stones of size 350x150x1100mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level, painting, lettering etc., Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
280	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mm x mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm, 600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600mm Circular sign boards.
281	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mmx6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600mm, 600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600mm Equilateral triangle sign boards.
282	Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width & required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two Nos. of 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to ground by mean of properly designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Main Information Board of size 1500x1200mm.
283	Providing and erecting direction and place identification of semi reflective boards as per IRC 67 made of 2mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width & required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Village Boards of size 900 x 600mm.
284	Pavement markings with hot line applied thermo plastic compound 2.50mm thick including reflecting glass beads at 250gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300cms length and 10cm width with a gap of 450 mm including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164-1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35-1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
285	Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category-A of MORTH Circular No. RW/NH/33023/10-97–DO, III Dt 11.06.1997. The height, width and length shall not exceed 50mm, 100mm and 100mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
286	Reconstruction & B.T Renewals of Road from Settipeta to Velivennu in Nidadavole (M)
287	Road Portion
288	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
289	Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH including contractors profit & Over head charges, but excluding GST etc., complete for finished item of work.
290	Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD/305 MORTHincluding overhead charges & Contractor profit, but excluding GSTand Seignorage charges etc., complete for finished item of work.
291	Providing profile correction coarse using 25% of new WBM grading III HBG Graded metal and 75% old metal obtained by picking the existing metal surface including spreading in uniform thickness, hand picking, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screenings /binding materials to fill up the interstecies of Coarse aggregate, watering and compacting to the required density specification clause 405(2) of MoRD for compacted thickness of 75 mm complete for finished item of work in all respects including cost of all materials and all labour & machinary charges, contractor proft & over heads excluding GST and seignorage charges as directed by Engineer-in-charge for Profile correction using 25% new materials.
292	Providing, laying, spreading and compacting HBG graded machine crushed 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, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
293	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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
294	Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
295	Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
296	Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 20mm thickness by hot mix plantusing hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type \"B\") as per specification 512 of MORTH, premixed with bituminous binder 60/70 grade (S-65, VG-30 Bulk) @ 19.00 Kg per 10 Sqm area, including cost of all materials (excluding seigniorage) andtransporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 Tonnes as per MORTH Specification 512 complete for finished item of work in all respects excluding GST and seigniorage charges as directed by Engineer-in-charge.
297	Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
298	Road Safety Interventions
299	Providing and fixing of Kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level, painting, lettering etc., Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
300	Providing and fixing of Hectometre stones of size 350x150x1100mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level, painting, lettering etc., Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
301	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mm x mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm, 600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600mm Circular sign boards.
302	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mmx6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600mm, 600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600mm Equilateral triangle sign boards.
303	Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width & required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two Nos. of 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to ground by mean of properly designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Main Information Board of size 1500x1200mm.
304	Providing and erecting direction and place identification of semi reflective boards as per IRC 67 made of 2mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width & required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Village Boards of size 900 x 600mm.
305	Pavement markings with hot line applied thermo plastic compound 2.50mm thick including reflecting glass beads at 250gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300cms length and 10cm width with a gap of 450 mm including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164-1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35-1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
306	Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category-A of MORTH Circular No. RW/NH/33023/10-97–DO, III Dt 11.06.1997. The height, width and length shall not exceed 50mm, 100mm and 100mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
307	Reconstruction & B.T Renewals to the Road from Pandalaparru Village Road in Nidadavole (M)
308	Road Portion
309	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
310	Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH including contractors profit & Over head charges, but excluding GST etc., complete for finished item of work.
311	Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD/305 MORTHincluding overhead charges & Contractor profit, but excluding GSTand Seignorage charges etc., complete for finished item of work.
312	Providing profile correction coarse using 25% of new WBM grading III HBG Graded metal and 75% old metal obtained by picking the existing metal surface including spreading in uniform thickness, hand picking, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screenings /binding materials to fill up the interstecies of Coarse aggregate, watering and compacting to the required density specification clause 405(2) of MoRD for compacted thickness of 75 mm complete for finished item of work in all respects including cost of all materials and all labour & machinary charges, contractor proft & over heads excluding GST and seignorage charges as directed by Engineer-in-charge for Profile correction using 25% new materials.
313	Providing, laying, spreading and compacting HBG graded machine crushed 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, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
314	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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
315	Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
316	Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
317	Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 20mm thickness by hot mix plantusing hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type \"B\") as per specification 512 of MORTH, premixed with bituminous binder 60/70 grade (S-65, VG-30 Bulk) @ 19.00 Kg per 10 Sqm area, including cost of all materials (excluding seigniorage) andtransporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 Tonnes as per MORTH Specification 512 complete for finished item of work in all respects excluding GST and seigniorage charges as directed by Engineer-in-charge.
318	Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
319	Road Safety Interventions
320	Providing and fixing of Kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level, painting, lettering etc., Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
321	Providing and fixing of Hectometre stones of size 350x150x1100mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level, painting, lettering etc., Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
322	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mm x mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm, 600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600mm Circular sign boards.
323	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mmx6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600mm, 600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600mm Equilateral triangle sign boards.
324	Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width & required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two Nos. of 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to ground by mean of properly designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Main Information Board of size 1500x1200mm.
325	Providing and erecting direction and place identification of semi reflective boards as per IRC 67 made of 2mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width & required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Village Boards of size 900 x 600mm.
326	Pavement markings with hot line applied thermo plastic compound 2.50mm thick including reflecting glass beads at 250gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300cms length and 10cm width with a gap of 450 mm including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164-1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35-1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
327	Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category-A of MORTH Circular No. RW/NH/33023/10-97–DO, III Dt 11.06.1997. The height, width and length shall not exceed 50mm, 100mm and 100mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
328	Reconstruction and B.T. RenewalsofRoad fromJeedigunta toRavivaripalemin NidadavoleMandal of West Godavari District.
329	Road Portion
330	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
331	Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH including contractors profit & Over head charges, but excluding GST etc., complete for finished item of work.
332	Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD/305 MORTHincluding overhead charges & Contractor profit, but excluding GSTand Seignorage charges etc., complete for finished item of work.
333	Providing profile correction coarse using 25% of new WBM grading III HBG Graded metal and 75% old metal obtained by picking the existing metal surface including spreading in uniform thickness, hand picking, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screenings /binding materials to fill up the interstecies of Coarse aggregate, watering and compacting to the required density specification clause 405(2) of MoRD for compacted thickness of 75 mm complete for finished item of work in all respects including cost of all materials and all labour & machinary charges, contractor proft & over heads excluding GST and seignorage charges as directed by Engineer-in-charge for Profile correction using 25% new materials.
334	Providing, laying, spreading and compacting HBG graded machine crushed 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, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
335	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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
336	Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
337	Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
338	Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 20mm thickness by hot mix plantusing hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type \"B\") as per specification 512 of MORTH, premixed with bituminous binder 60/70 grade (S-65, VG-30 Bulk) @ 19.00 Kg per 10 Sqm area, including cost of all materials (excluding seigniorage) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 Tonnes as per MORTH Specification 512 complete for finished item of work in all respects excluding GST and seigniorage charges as directed by Engineer-in-charge.
339	Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
340	Road Safety Interventions
341	Providing and fixing of Kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level, painting, lettering etc., Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
342	Providing and fixing of Hectometre stones of size 350x150x1100mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level, painting, lettering etc., Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
343	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mm x mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm, 600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600mm Circular sign boards.
344	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mmx6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600mm, 600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for 600mm Equilateral triangle sign boards.
345	Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width & required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two Nos. of 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to ground by mean of properly designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Main Information Board of size 1500x1200mm.
346	Providing and erecting direction and place identification of semi reflective boards as per IRC 67 made of 2mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width & required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Village Boards of size 900 x 600mm.
347	Pavement markings with hot line applied thermo plastic compound 2.50mm thick including reflecting glass beads at 250gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300cms length and 10cm width with a gap of 450 mm including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164-1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35-1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
348	Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category-A of MORTH Circular No. RW/NH/33023/10-97–DO, III Dt 11.06.1997. The height, width and length shall not exceed 50mm, 100mm and 100mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.

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Aprrp2 / Wg / Btr / 1E Consisting Of 16 Works In Undrajavaram, Peravali And Nidadavole Mandals In West Godavari District, Nidadavole-Andhra Pradesh

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Aprrp2 / Wg / Btr / 1E Consisting Of 16 Works In Undrajavaram, Peravali And Nidadavole Mandals In West Godavari District, Nidadavole-Andhra Pradesh

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