Development of Ramalayam Junction in 12th division in RMC.

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH (CC Work )

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH (RCC)

Supplying of hot applied thermoplastic road marking compound, 2.5mm thick including reflectorising glass beads @ 250gms with Reflectorising Glass Beads on Bituminous Surface at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per IRC: 35, the material should be of BERGER Company/ BERGER Equivalent/ Equivalent brand and must comply with the following: a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for checking up the white index in the department lab. In case the department approves the white index of any vendor, the department engineer may carryout random cheacking of the applied products at site against the approved panel. In case of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department). b) Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249. c) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be tested as per BS3262, Part-1, 1989 and should pass at the range of '0' degree centigrade to '-10' degree centigrade D) Adhesion : Strong E) Softening point: 102 degree centigrade F) Dried film finish : Smooth and uniform G) Night Vision: High as directed by the Engineer-in-Charge and confirming to IS: 164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC 35-1997 (White)

Supplying and installation of Flexible plastic spring post 80-100 cm high above ground level, painted alternative colour in 15cm wide strips, fitted with 80x100mm rectangular or 75mm dia circular reflectorised panels at the top complete fixed to ground etc. complete as directed by the Site Engineer.

Supplying & Fixing of Road Stud / Raised Pavement Markers (RPM) 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 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm 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 500 Kgs. 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.

Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto 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 - Ordinary soils - Upto 3m depth

Collection and supply of 2.36mm to 5mm HBG Chipse/Quarry dust from approved quarry including cost and conveyance of all materials and spreading the same to irrespective thickness including sectioning, levelling ramming and watering etc. complete as per S.S. and as directed by the Site Engineer.

Providing Plain Cement concrete (1:4:8) (Cement: fine aggregate: coarse aggregate) for foundations and under flooring bed using coarse aggregate 40mm size hard machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, excluding seigniorage charges, on all materials including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15cm layers finishing top surface to the required level curing etc. complete for finished item of work (APSS No. 402).

PCC grade M20 (MORD) Providing Plain Cement Concrete Nominal Mix (1:2:4) using 20mm nominal size 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. for Approaches etc. (for Mechanical Mixer) With Form Work

Supply and fixing of CC Bollards of M30 grade of 150mm dia and 950mm height including cost of all materials like cement, sand, water etc. and all operational and incidental charges etc. complete for finished item of work.

Construction of Granular Sub-Base by providing well graded material / Close Graded material confirming to grade V of MORTH Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with 80-100 kN Vibrator Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH (5th revision)

Providing RCC Grade M20 (nominal mix) with minimum Cement of 350 Kgs/ Cum of Concrete using 20mm (60%) and 10mm (40%) size graded machine crushed HBG metal (Coarse aggregate) from approved quarry including cost and conveyance of all materials and all charges for machine mixing laying concrete, ramming in 15cm layers finishing top surface to the required level curing fo 14 days etc. complete for finished item of workas per S.S. and as directed by the Departmental Authorities (without form work)

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) / Mild Steel (MS) bars (Fe 415 / Fe500 grade as per IS 1786-1979) of different diameters for RCC works, including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lapsplicing with binding wire of 18SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidential, operational, labour charges such as cutting, bending, placing in position, tying etc. complete for finished item of work in all floors (APSS No. 126). etc., complete as per ss and as directed by the site engineer.

Providing RCC Grade M20 (nominal mix) with minimum Cement of 350 Kgs/ Cum of Concrete using 20mm (60%) and 10mm (40%) size graded machine crushed HBG metal (Coarse aggregate) from approved quarry including cost and conveyance of all materials and all charges for machine mixing laying concrete, ramming in 15cm layers finishing top surface to the required level curing fo 14 days etc. complete for finished item of workas per S.S. and as directed by the Departmental Authorities for Culvert slabs & bed blocks without form work.

Cutting open C.C. Road surface with concrete saw cutter and removal with breaker including stacking to excavated materials for pipe line trench work.including all labour charges etc complete as per ss and as directed by the site engineer.

RCC vertical walls of plane surface including open drains of 600mm size and above Note: The Centering charges for item No’s.3 & 4 are for both the faces of the respective numbers. The measurement of centering charges shall be in “Sqm” for one face only and the centering charges given are for two faces of centering including all labour charges etc., complete as directed by the site engineer.

Flooring with Anti Skid Granite (Black) 18 to 20 mm mm thick slabs other than black and regular colours set over base coat of cement mortar (1:8), 20 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste mixed with pigment of matching shade to full depth, excluding the seigniorage charges on all materials including cost of all materials like cement, sand, water and tiles and etc., and also including labour charges for dressing of tiles ,cost and conveyance of all materials and all labour charges etc., complete for finished item of work as per ss and as directed by the site engineer.

Collection and supply of Red Earth from approved quarry including cost of material, conveyance to work spot and spreading the same irrespective thickness including all labour charges etc complete as directed by the site engineer.

Bed preparation for Korean/Mexican. Dressing the surface to the desired shape, laying of 150 mm. (6") thick fine red garden soil, covered with a thin layer of 10 mm thick sand. watering, rolling (compacting to 4" thickness by hand roller), including the cost of red garden soil, sand and labour charges etc., for complete bed preparation and laying and ramming of lawn mats/rolls in proper position on existing prepared bed by internal transportation from dumped place, including cost of labour for laying, ramming by hand roller/demesha, internal transportation and watering etc., complete for finished item of work excluding cost of grass, fertilizers and chemicals etc., for 1 Sqm (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Supply and delivery of Korean grass as per directions of officer incharge at site including cost of lawn and conveyance of all materials and labour charges etc. complete as directed by the Site Engineer.

Labour charges for shifting of existing Signal poles, Electrical poles and also pedestrian crossing signage boards from the designated footpath area and Central divider area, 20 including careful extraction to avoid damage, stacking, and transportation to a specified location for reuse or storage, ensuring the site is cleared and prepared for subsequent construction or resurfacing activities as per site requirements. (Lumpsum) Existing of traffic signal poles

Labour charges for shifting of existing Signal poles, Electrical poles and also pedestrian crossing signage boards from the designated footpath area and Central divider area, 20 including careful extraction to avoid damage, stacking, and transportation to a specified location for reuse or storage, ensuring the site is cleared and prepared for subsequent construction or resurfacing activities as per site requirements. (Lumpsum) Existing of Electrical poles

Manufacture Supply and Erection of SS Hanging Wayfinding Signage Boards with outer frame are constructed from SS 304 grade stainless steel, offering corrosion resistance and durability. Each board measures 1200mm (W) x 600mm (H), enclosed in a 25mm x 25mm SS square pipe outer frame. The signage shall be made of 3mm thick Aluminium Composite Panel (ACP) with high-intensity prismatic reflective vinyl (Type XI) for enhanced visibility. It is suspended from traffic signal poles (typically 100mm-150mm diameter) using SS chains or clamps with anti-theft fasteners. All edges are deburred, and the finish is brushed or powder-coated. Designed to withstand wind speeds up to 150 km/h, suitable for urban traffic conditions.

Installation of Cautionary Sign 900mm Euilateral Triangle- Type-IV, complete as p Dept. specifications for finished item of work.

Providing and fixing mild steel (MS) manhole cover along with MS base frame of clear opening 750 mm x 900 mm, fabricated from approved MS plates/sections of adequate thickness and strength, suitable for heavy-duty usage, including cutting, bending, welding, grinding and finishing, applying one coat of red oxide primer and two coats of approved enamel paint, cost and conveyance of all materials to the work site, loading, unloading, labour charges for fabrication and fixing in proper position over the drain/manhole, including embedment in CC/RCC, all leads and lifts, and complete in all respects as per relevant Standard Specifications and as directed by the Site Engineer

Providing and laying of Chequered Cement Concrete, heavy duty tiles confirming to IS:13801 using aggregates, cement, pigments of size 300x 300mm and thickness 25mm of any shades set over base coat of Cement Mortar (1:8) 12mm thick over C.C. bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3 Kgs per Sq.m & jointed neatly with white cement paste to full depth mixed with pigment of matching shades including cost of all materials like cement, sand, water and tiles etc. complete for finished item of work as per S.S. and as directed by the Departmental Authorities.

Details of Maximum amount reimbursable to the Contractor.

1) Provision for GST @18%

2) Provision for NAC @ 0.10%

3) Provision for Seigniorage charges

4) DMF @30% on Seigniorage charges

5) MERIT @2% on Seigniorage charges

6) Consideration 100% on Seigniorage charges

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH (CC Work )

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH (RCC)

Supplying of hot applied thermoplastic road marking compound, 2.5mm thick including reflectorising glass beads @ 250gms with Reflectorising Glass Beads on Bituminous Surface at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per IRC: 35, the material should be of BERGER Company/ BERGER Equivalent/ Equivalent brand and must comply with the following: a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for checking up the white index in the department lab. In case the department approves the white index of any vendor, the department engineer may carryout random cheacking of the applied products at site against the approved panel. In case of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department). b) Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249. c) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be tested as per BS3262, Part-1, 1989 and should pass at the range of '0' degree centigrade to '-10' degree centigrade D) Adhesion : Strong E) Softening point: 102 degree centigrade F) Dried film finish : Smooth and uniform G) Night Vision: High as directed by the Engineer-in-Charge and confirming to IS: 164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC 35-1997 (White)

Supplying and installation of Flexible plastic spring post 80-100 cm high above ground level, painted alternative colour in 15cm wide strips, fitted with 80x100mm rectangular or 75mm dia circular reflectorised panels at the top complete fixed to ground etc. complete as directed by the Site Engineer.

Supplying & Fixing of Road Stud / Raised Pavement Markers (RPM) 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 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm 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 500 Kgs. 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.

Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto 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 - Ordinary soils - Upto 3m depth

Collection and supply of 2.36mm to 5mm HBG Chipse/Quarry dust from approved quarry including cost and conveyance of all materials and spreading the same to irrespective thickness including sectioning, levelling ramming and watering etc. complete as per S.S. and as directed by the Site Engineer.

Providing Plain Cement concrete (1:4:8) (Cement: fine aggregate: coarse aggregate) for foundations and under flooring bed using coarse aggregate 40mm size hard machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, excluding seigniorage charges, on all materials including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15cm layers finishing top surface to the required level curing etc. complete for finished item of work (APSS No. 402).

PCC grade M20 (MORD) Providing Plain Cement Concrete Nominal Mix (1:2:4) using 20mm nominal size 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. for Approaches etc. (for Mechanical Mixer) With Form Work

Supply and fixing of CC Bollards of M30 grade of 150mm dia and 950mm height including cost of all materials like cement, sand, water etc. and all operational and incidental charges etc. complete for finished item of work.

Construction of Granular Sub-Base by providing well graded material / Close Graded material confirming to grade V of MORTH Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with 80-100 kN Vibrator Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH (5th revision)

Providing RCC Grade M20 (nominal mix) with minimum Cement of 350 Kgs/ Cum of Concrete using 20mm (60%) and 10mm (40%) size graded machine crushed HBG metal (Coarse aggregate) from approved quarry including cost and conveyance of all materials and all charges for machine mixing laying concrete, ramming in 15cm layers finishing top surface to the required level curing fo 14 days etc. complete for finished item of workas per S.S. and as directed by the Departmental Authorities (without form work)

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) / Mild Steel (MS) bars (Fe 415 / Fe500 grade as per IS 1786-1979) of different diameters for RCC works, including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lapsplicing with binding wire of 18SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidential, operational, labour charges such as cutting, bending, placing in position, tying etc. complete for finished item of work in all floors (APSS No. 126). etc., complete as per ss and as directed by the site engineer.

Providing RCC Grade M20 (nominal mix) with minimum Cement of 350 Kgs/ Cum of Concrete using 20mm (60%) and 10mm (40%) size graded machine crushed HBG metal (Coarse aggregate) from approved quarry including cost and conveyance of all materials and all charges for machine mixing laying concrete, ramming in 15cm layers finishing top surface to the required level curing fo 14 days etc. complete for finished item of workas per S.S. and as directed by the Departmental Authorities for Culvert slabs & bed blocks without form work.

Cutting open C.C. Road surface with concrete saw cutter and removal with breaker including stacking to excavated materials for pipe line trench work.including all labour charges etc complete as per ss and as directed by the site engineer.

RCC vertical walls of plane surface including open drains of 600mm size and above Note: The Centering charges for item No’s.3 & 4 are for both the faces of the respective numbers. The measurement of centering charges shall be in “Sqm” for one face only and the centering charges given are for two faces of centering including all labour charges etc., complete as directed by the site engineer.

Flooring with Anti Skid Granite (Black) 18 to 20 mm mm thick slabs other than black and regular colours set over base coat of cement mortar (1:8), 20 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste mixed with pigment of matching shade to full depth, excluding the seigniorage charges on all materials including cost of all materials like cement, sand, water and tiles and etc., and also including labour charges for dressing of tiles ,cost and conveyance of all materials and all labour charges etc., complete for finished item of work as per ss and as directed by the site engineer.

Collection and supply of Red Earth from approved quarry including cost of material, conveyance to work spot and spreading the same irrespective thickness including all labour charges etc complete as directed by the site engineer.

Bed preparation for Korean/Mexican. Dressing the surface to the desired shape, laying of 150 mm. (6") thick fine red garden soil, covered with a thin layer of 10 mm thick sand. watering, rolling (compacting to 4" thickness by hand roller), including the cost of red garden soil, sand and labour charges etc., for complete bed preparation and laying and ramming of lawn mats/rolls in proper position on existing prepared bed by internal transportation from dumped place, including cost of labour for laying, ramming by hand roller/demesha, internal transportation and watering etc., complete for finished item of work excluding cost of grass, fertilizers and chemicals etc., for 1 Sqm (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Supply and delivery of Korean grass as per directions of officer incharge at site including cost of lawn and conveyance of all materials and labour charges etc. complete as directed by the Site Engineer.

Labour charges for shifting of existing Signal poles, Electrical poles and also pedestrian crossing signage boards from the designated footpath area and Central divider area, 20 including careful extraction to avoid damage, stacking, and transportation to a specified location for reuse or storage, ensuring the site is cleared and prepared for subsequent construction or resurfacing activities as per site requirements. (Lumpsum) Existing of traffic signal poles

Labour charges for shifting of existing Signal poles, Electrical poles and also pedestrian crossing signage boards from the designated footpath area and Central divider area, 20 including careful extraction to avoid damage, stacking, and transportation to a specified location for reuse or storage, ensuring the site is cleared and prepared for subsequent construction or resurfacing activities as per site requirements. (Lumpsum) Existing of Electrical poles

Manufacture Supply and Erection of SS Hanging Wayfinding Signage Boards with outer frame are constructed from SS 304 grade stainless steel, offering corrosion resistance and durability. Each board measures 1200mm (W) x 600mm (H), enclosed in a 25mm x 25mm SS square pipe outer frame. The signage shall be made of 3mm thick Aluminium Composite Panel (ACP) with high-intensity prismatic reflective vinyl (Type XI) for enhanced visibility. It is suspended from traffic signal poles (typically 100mm-150mm diameter) using SS chains or clamps with anti-theft fasteners. All edges are deburred, and the finish is brushed or powder-coated. Designed to withstand wind speeds up to 150 km/h, suitable for urban traffic conditions.

Installation of Cautionary Sign 900mm Euilateral Triangle- Type-IV, complete as p Dept. specifications for finished item of work.

Providing and fixing mild steel (MS) manhole cover along with MS base frame of clear opening 750 mm x 900 mm, fabricated from approved MS plates/sections of adequate thickness and strength, suitable for heavy-duty usage, including cutting, bending, welding, grinding and finishing, applying one coat of red oxide primer and two coats of approved enamel paint, cost and conveyance of all materials to the work site, loading, unloading, labour charges for fabrication and fixing in proper position over the drain/manhole, including embedment in CC/RCC, all leads and lifts, and complete in all respects as per relevant Standard Specifications and as directed by the Site Engineer

Providing and laying of Chequered Cement Concrete, heavy duty tiles confirming to IS:13801 using aggregates, cement, pigments of size 300x 300mm and thickness 25mm of any shades set over base coat of Cement Mortar (1:8) 12mm thick over C.C. bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3 Kgs per Sq.m & jointed neatly with white cement paste to full depth mixed with pigment of matching shades including cost of all materials like cement, sand, water and tiles etc. complete for finished item of work as per S.S. and as directed by the Departmental Authorities.