Construction of MR 05 30M Wide Smart Road Consisting of Utility Ducts, Storm Drain And Sewer Line with Allied Works Under Area Based Development-Bhopal Smart City

Cutting of trees, excluding removal of stumps, roots of trees Cutting of trees and stacking of serviceable material with all lifts and lead up to 1000 m as per Section-200 of the specifications.

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevant clauses of section-300 of specification.

Excavation in ordinaory rock using hydraulic Excavator and Tippers with disposal upto 1000meters Excavation in roadway for roadway in ordinary rock with hydraulic Excavator including cutting and loading in tippers, transporting to embankment site with in all lifts and lead upto 100m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per releavent clauses of section 300 of specification

Ordinary rock

Embankment Construction with material obtained from borrow pits. Construction of Embankment with approved materialhaving CBR>7 obtained from barrow pits with alllifts and leads,transporting to site, spreading,grading to required slope and compacting to meet requirement of table 300-1, 300-2, and as per relevant clauses of section-300

Embankment Construction with material obtained from borrow pits. Construction of Embankment with approved materialhaving CBR>7 obtained from barrow pits with alllifts and leads,transporting to site, spreading,grading to required slope and compacting to meet requirement of table 300-1, 300-2, and as per relevant clauses of section-300

Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. (Grading V)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications.

Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.

Providing and laying Dense Bituminous Macadam with hot mix plant batch using crushed aggregates of specified grading, premixed with bituminous binder, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling withsmooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete in all respects and as per Section 505 of the specifications. (As specified, Lime or cement will be used as filler) For Grading II (50-75mm thickness) bitumen content 4.5% (VG-30)

Providing and laying Bituminous Concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects and as per Section 507 of the specifications. For Grading II (30-45 mm thickness) with VG-30 bitumen @ 5.4%

Providing and fixing of Category-A Bi-directional Twin-Moulded Shank Raised Pavement Markers/Road Stud made of Plastic body moulded from ASA (Acrylic styrene Cryometries) or HIP (High impact polystyrene) or ABS material. Lens shall be of plastic material. The marker shall have compressive strength of 13635 kg tested accordance with ASTM D4280 and shall have Flexural Strength of 909 kgf. Reflective panels shall consist of number of lenses containing Single or dual prismatic cubes capable of providing total internal reflection of light entering the lens face. The Slope or the retro-reflecting surface shall be 35 +/- 5 degree to the base and area of Each retro reflecting surface shall not be less than 13 sqcm. When impacted in accordance with 9.4.1 of ASTM D4280, the face of the lens shall show no more than two radial cracks longer than 6.4 mm (0.25 in.). There shall be no radial cracks extending to the edge of the abrasion resistant area. There shall be no delamination. Height of the marker shall not exceed 20 mm and its width shall not exceed 130 mm. Moulded shank RPM shall have the shank strength of 600 kgf. Head of the stud shall be Smooth and shall not present any sharp edges to traffic. RPM shall be of Category A with optical performance (Coefficient of Luminous Intensity- CIL) shall not be less than that given in Table 800-13 of the specifications for Bi-directional stud. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin-based adhesive. The bidder shall submit a prequalification warranty for Two years. Test certificate from an as per ASTM D 4280, Coefficient of Luminance Intensity-CIL as per table 800-13 of the specifications. Material, Marker Height, Colour, Slope of Reflecting Surface (Lens), Lens Impact strength, Resistance to temperature cycling, and Longitudinal Flexural Strength to be submitted.

Providing and fixing of Retro-Reflectorized cautionary, mandatory and informatory sign as per IRC:67 made of class C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide Section 801.3 of the specifications, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min. 25x25x3 mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC:67.

60 cm equilateral triangle

60 cm circular

60 cm x 45 cm rectangular

60 cm x 60 cm square

Providing and erecting direction and place identification retro-reflectorized sign as per IRC:67 made of High Intensity grade sheeting Section 801.3 of specifications, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 Sqm fixed over back support frame of minimum 35 x 35 x 3 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.

Providing and erecting direction and place identification retro-reflectorized sign as per IRC:67 made of High Intensity grade sheeting Section 801.3 of specifications, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 Sqm fixed over back support frame of min. 40 x 40 x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB,3.2 mm thickness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.

Road Marking with Hot Applied Thermoplastic Compound with Retro-Reflectorizing Glass Beads Providing and applying 2.5 mm including reflectorising glass beds @ 250 gm per Sqm area thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and as per Section 803 of specifications.

Precast Kerb Providing and laying at or near ground level Pre-cast kerb stone of M-25 grade in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement:3 coarse sand) thickness of joints except at sharp curve shall not to more than 5 mm) including making drainage opening wherever required complete as per direction of Engineer-in-Charge.

Painting two coats on concrete surface after filling the surface with synthetic enamel paint in all shades as per Section-800 of specifications and IRC:67 including cost of paint etc. complete.

“Construction of 12M, 18M , 24M & 30M Wide Smart Road Consisting of Utility Ducts, Storm Drain & Sewer Line with Allied Works Under Area Based Development-Bhopal Smart City”

DSR / UADD

BILL OF QUANTITY - MNR 13 (18M Row) Duct (2.5x2.5)m

Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed.

Ordinary rock

Providing and laying in position Plain cement concrete (PCC) of specified grade excluding the cost of centering and shuttering

All works upto plinth level :

Concrete of M15 grade with minimum cement content of 240 kg /cum

Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Providing and laying in position ready mix M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix , manufactured in fully automatic batching Plant and transported to site of work in transit mixer for all leads having continuous agitated mixer including pumping of ready mix concrete from transit mixer to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including cost of Admixtures in recommended proportions as per IS 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge.

All works upto plinth level

Concrete of M30 grade with minimum cement content of 350 kg /cum

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level includingcost of binding wire, wastage and over laps upto 12mm horizontal / inclined position of reinforcement bars in slab and beams, plinth,chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete.

Thermo-Mechanically Treated bars of grade Fe-500D or more

“Construction of MR-05 30M Wide Smart Road Consisting of Utility Ducts, Storm Drain & Sewer Line with Allied Works Under Area Based Development-Bhopal Smart City”

DSR / UADD

BILL OF QUANTITY - MNR 05 (30M Row) Drain(0.5x0.5)m

Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed.

Ordinary rock

Providing and laying in position Plain cement concrete (PCC) of specified grade excluding the cost of centering and shuttering

All works upto plinth level :

Concrete of M15 grade with minimum cement content of 240 kg /cum

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc

Providing and laying in position ready mix M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix , manufactured in fully automatic batching Plant and transported to site of work in transit mixer for all leads having continuous agitated mixer including pumping of ready mix concrete from transit mixer to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including cost of Admixtures in recommended proportions as per IS 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge.

All works upto plinth level

Concrete of M30 grade with minimum cement content of 350 kg /cum

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level includingcost of binding wire, wastage and over laps upto 12mm horizontal / inclined position of reinforcement bars in slab and beams, plinth,chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete.

Thermo-Mechanically Treated bars of grade Fe-500D or more

PHASE-3

“Construction of 30M Wide Smart Road (MR- 05) Consisting of Utility Ducts, Storm Drain & Sewer Line with Allied Works Under Area Based Development-Bhopal Smart City”

DSR / UADD

Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed.

Ordinary rock

Providing and laying in position Plain cement concrete (PCC) of specified grade excluding the cost of centering and shuttering

All works upto plinth level :

Concrete of M15 grade with minimum cement content of 240 kg /cum

Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Providing and laying in position ready mix M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix , manufactured in fully automatic batching Plant and transported to site of work in transit mixer for all leads having continuous agitated mixer including pumping of ready mix concrete from transit mixer to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including cost of Admixtures in recommended proportions as per IS 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge.

All works upto plinth level

Concrete of M30 grade with minimum cement content of 350 kg /cum

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level includingcost of binding wire, wastage and over laps upto 12mm horizontal / inclined position of reinforcement bars in slab and beams, plinth,chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete.

Thermo-Mechanically Treated bars of grade Fe-500D or more

“Construction of MR-05 30M Wide Smart Road Consisting of Utility Ducts, Storm Drain & Sewer Line with Allied Works Under Area Based Development-Bhopal Smart City”

Filling with moorum for pipe bedding or over the pipe including supply of moorum/sand

Providing, laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector or jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jacks/Hydraulic Jacks/ But fusion machine. (50mm & above fusion jointed & below 50mm mechanical jointed) PE-100 (8 Kg/sq.cm)

250mm dia

315mm dia

Providing, fixing and constructing of pre-cast RCC M-30 grade circular manholes with, conical piece, wall thickness 125mm, and jointing of circular rings of required height as per depth of manhole below conical piece and having steel reinforcement in all pieces of manhole including cast-in-situ PCC M-10 grade (1:3:6) foundation, PCC M-10 grade benching and channel portion complete with curing, compaction and form work, supplying and fixing of plastic encapsulated CI/MS foot steps, supply & fixing of heavy duty (HD-20) SFRC cover and frame as per IS 12592 fixed in Cement concrete 1:2:4 (nominal mix) with stone aggregate 20mm nominal size including centering and shuttering , steel reinforcement etc. complete in all respect including testing for water tightness, as per specification and the direction of the Engineer, Depth of manhole shall be considered as the vertical distance from top of the manhole cover to the outgoing invert of main drain channel (as per Drawing No. - 15A,B,C,D,) {Note:- Excavation as per actual shall be paid separately}

internal dia. 1200mm and 1255mm depth

internal dia. 1200mm and 1255mm to 1554mm depth

internal dia. 1500mm and 1555mm depth

internal dia. 1500mm and 1555mm to 2554mm depth

internal dia. 1800mm and 6000mm to 7000mm depth

BILL OF QUANTITY - MNR 16 (18M Row with Utility Duct including Storm & Sewer)

Filling with moorum for pipe bedding or over the pipe including supply of moorum/sand

Providing, laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector or jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jacks/Hydraulic Jacks/ But fusion machine. (50mm & above fusion jointed & below 50mm mechanical jointed) PE-100 (8 Kg/sq.cm)

250mm dia

525mm dia

Providing, fixing and constructing of pre-cast RCC M-30 grade circular manholes with, conical piece, wall thickness 125mm, and jointing of circular rings of required height as per depth of manhole below conical piece and having steel reinforcement in all pieces of manhole including cast-in-situ PCC M-10 grade (1:3:6) foundation, PCC M-10 grade benching and channel portion complete with curing, compaction and form work, supplying and fixing of plastic encapsulated CI/MS foot steps, supply & fixing of heavy duty (HD-20) SFRC cover and frame as per IS 12592 fixed in Cement concrete 1:2:4 (nominal mix) with stone aggregate 20mm nominal size including centering and shuttering , steel reinforcement etc. complete in all respect including testing for water tightness, as per specification and the direction of the Engineer, Depth of manhole shall be considered as the vertical distance from top of the manhole cover to the outgoing invert of main drain channel (as per Drawing No. - 15A,B,C,D,) {Note:- Excavation as per actual shall be paid separately}

internal dia. 900mm and 1055mm depth

internal dia. 1200mm and 1255mm depth

internal dia. 1200mm and 1255mm to 1554mm depth

internal dia. 1500mm and 1555mm depth

internal dia. 1500mm and 1555mm to 2554mm depth

internal dia. 1800mm and 6000mm to 7000mm depth

BILL OF QUANTITY - MNR 14 (18M Row with Utility Duct including Storm & Sewer)

Filling with moorum for pipe bedding or over the pipe including supply of moorum/sand

Providing, laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector or jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jacks/Hydraulic Jacks/ But fusion machine. (50mm & above fusion jointed & below 50mm mechanical jointed) PE-100 (8 Kg/sq.cm)

250mm dia

Providing, fixing and constructing of pre-cast RCC M-30 grade circular manholes with, conical piece, wall thickness 125mm, and jointing of circular rings of required height as per depth of manhole below conical piece and having steel reinforcement in all pieces of manhole including cast-in-situ PCC M-10 grade (1:3:6) foundation, PCC M-10 grade benching and channel portion complete with curing, compaction and form work, supplying and fixing of plastic encapsulated CI/MS foot steps, supply & fixing of heavy duty (HD-20) SFRC cover and frame as per IS 12592 fixed in Cement concrete 1:2:4 (nominal mix) with stone aggregate 20mm nominal size including centering and shuttering , steel reinforcement etc. complete in all respect including testing for water tightness, as per specification and the direction of the Engineer, Depth of manhole shall be considered as the vertical distance from top of the manhole cover to the outgoing invert of main drain channel (as per Drawing No. - 15A,B,C,D,) {Note:- Excavation as per actual shall be paid separately}

internal dia. 900mm and 1055mm depth

internal dia. 1200mm and 1255mm depth

internal dia. 1200mm and 1255mm to 1554mm depth

internal dia. 1500mm and 1555mm depth

internal dia. 1500mm and 1555mm to 2554mm depth

internal dia. 1800mm and 6000mm to 7000mm depth

BILL OF QUANTITY - MR 13 (18M Row with Utility Duct including Storm & Sewer)

Filling with moorum for pipe bedding or over the pipe including supply of moorum/sand

Providing, laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector or jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jacks/Hydraulic Jacks/ But fusion machine. (50mm & above fusion jointed & below 50mm mechanical jointed) PE-100 (8 Kg/sq.cm)

150 mm dia

200mm dia

Providing, fixing and constructing of pre-cast RCC M-30 grade circular manholes with, conical piece, wall thickness 125mm, and jointing of circular rings of required height as per depth of manhole below conical piece and having steel reinforcement in all pieces of manhole including cast-in-situ PCC M-10 grade (1:3:6) foundation, PCC M-10 grade benching and channel portion complete with curing, compaction and form work, supplying and fixing of plastic encapsulated CI/MS foot steps, supply & fixing of heavy duty (HD-20) SFRC cover and frame as per IS 12592 fixed in Cement concrete 1:2:4 (nominal mix) with stone aggregate 20mm nominal size including centering and shuttering , steel reinforcement etc. complete in all respect including testing for water tightness, as per specification and the direction of the Engineer, Depth of manhole shall be considered as the vertical distance from top of the manhole cover to the outgoing invert of main drain channel (as per Drawing No. - 15A,B,C,D,) {Note:- Excavation as per actual shall be paid separately}

internal dia. 900mm and 1055mm depth

internal dia. 1200mm and 1255mm depth

internal dia. 1200mm and 1255mm to 1554mm depth

internal dia. 1500mm and 1555mm depth

internal dia. 1500mm and 1555mm to 2554mm depth

internal dia. 1800mm and 6000mm to 7000mm depth

BILL OF QUANTITY - MNR 05 (30M Row with Utility Duct including Storm & Sewer)

Filling with moorum for pipe bedding or over the pipe including supply of moorum/sand

Providing, laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector or jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jacks/Hydraulic Jacks/ But fusion machine. (50mm & above fusion jointed & below 50mm mechanical jointed) PE-100 (8 Kg/sq.cm)

250mm dia

300mm dia

Providing, fixing and constructing of pre-cast RCC M-30 grade circular manholes with, conical piece, wall thickness 125mm, and jointing of circular rings of required height as per depth of manhole below conical piece and having steel reinforcement in all pieces of manhole including cast-in-situ PCC M-10 grade (1:3:6) foundation, PCC M-10 grade benching and channel portion complete with curing, compaction and form work, supplying and fixing of plastic encapsulated CI/MS foot steps, supply & fixing of heavy duty (HD-20) SFRC cover and frame as per IS 12592 fixed in Cement concrete 1:2:4 (nominal mix) with stone aggregate 20mm nominal size including centering and shuttering , steel reinforcement etc. complete in all respect including testing for water tightness, as per specification and the direction of the Engineer, Depth of manhole shall be considered as the vertical distance from top of the manhole cover to the outgoing invert of main drain channel (as per Drawing No. - 15A,B,C,D,) {Note:- Excavation as per actual shall be paid separately}

internal dia. 900mm and 1055mm depth

internal dia. 1200mm and 1255mm depth

internal dia. 1200mm and 1255mm to 1554mm depth

internal dia. 1500mm and 1555mm depth

internal dia. 1500mm and 1555mm to 2554mm depth

internal dia. 1800mm and 6000mm to 7000mm depth

BILL OF QUANTITY - MNR 08 (24M Row with Utility Duct including Storm & Sewer)

Filling with moorum for pipe bedding or over the pipe including supply of moorum/sand

Providing, laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector or jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jacks/Hydraulic Jacks/ But fusion machine. (50mm & above fusion jointed & below 50mm mechanical jointed) PE-100 (8 Kg/sq.cm)

150mm dia

200mm dia

Providing, fixing and constructing of pre-cast RCC M-30 grade circular manholes with, conical piece, wall thickness 125mm, and jointing of circular rings of required height as per depth of manhole below conical piece and having steel reinforcement in all pieces of manhole including cast-in-situ PCC M-10 grade (1:3:6) foundation, PCC M-10 grade benching and channel portion complete with curing, compaction and form work, supplying and fixing of plastic encapsulated CI/MS foot steps, supply & fixing of heavy duty (HD-20) SFRC cover and frame as per IS 12592 fixed in Cement concrete 1:2:4 (nominal mix) with stone aggregate 20mm nominal size including centering and shuttering , steel reinforcement etc. complete in all respect including testing for water tightness, as per specification and the direction of the Engineer, Depth of manhole shall be considered as the vertical distance from top of the manhole cover to the outgoing invert of main drain channel (as per Drawing No. - 15A,B,C,D,) {Note:- Excavation as per actual shall be paid separately}

internal dia. 900mm and 1055mm depth

internal dia. 1200mm and 1255mm depth

internal dia. 1200mm and 1255mm to 1554mm depth

internal dia. 1500mm and 1555mm depth

internal dia. 1500mm and 1555mm to 2554mm depth

internal dia. 1800mm and 6000mm to 7000mm depth

Utility duct costing per meter length

Description

Quantity/m

kg/cum

Steel

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.

Calculation

Description

Quantity/m

kg/cum

Steel

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.

Thermo-Mechanically Treated bars of grade Fe-500D or more

Utility duct costing per meter length

Description

Quantity/m

kg/cum

Steel

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.

Utility duct costing per meter length

Description

Quantity/m

kg/cum

Steel

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.

MPPWD 2022

Cutting of Trees, including Cutting of Trunks, Branches and Removal Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit..

Girth from 300 mm to 600 mm

Girth from 600 mm to 900 mm

Girth from 900 mm to 1800 mm

Girth above 1800 mm

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevant clauses of section-300 of specification.

Excavation in ordinaory rock using hydraulic Excavator and Tippers with disposal upto 1000meters Excavation in roadway for roadway in ordinary rock with hydraulic Excavator including cutting and loading in tippers, transporting to embankment site with in all lifts and lead upto 100m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per releavent clauses of section 300 of specification

Ordinary rock

Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications.

Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.

0.25 kg per sqm (normal bituminous surfaces)

Providing and laying Dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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 clause 505 of specification complete in all respects. a (II)Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor. Grading II (19mm nominal size) bitumen content 4.5% with bitumen 60/70 (VG 30)

Providing and laying Bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 clause 507 of specification. a(iv)-Using Batch Mix Plant of appropriate capacity and Paver Finisher Hydraustatic with Sensor control. for Grading-II (30-40 mm thickness ) with 60/70 bitumen(VG-30)

Road Markers/Road Stud with Lense Reflector Providing and fixing single mound twin shank molded road markers / Road studmade of poly carbonate or ABS body and shall support a load of 13635 KG tested in accodance to ASTM D 4280 and complying to specifications of section 5 of IRC-35-2015 and clause 804.2.2 Of MORT&H Specification and section 5 of IRC 35-201. the reflecting panel shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face . the slope or retro reflecting surface should be 35+5 degree to base the reflective marker shall be fixed to the road surface using the epoxy / adhesive and the procedure recomended by the manufacturer no nails shall be used to affix the markers so cubes capable of that they donot pose safety hazard on the road. the contractor shall submit a two year replacement warranty for satisfactory field performace including stipulated retro reflectance of the reflecting panel.

Retro- reflectorised Traffic signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2012 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4mm and aluminum skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 10yeras warranty for retro reflecting sheeting to be provided from the original sheeting manufacture as per clause 6.9 of IRC:67:2012 & certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC:67:2012 for the product offered shall be submitted by the contrtactor

60 cm equilateral triangle

60 cm circular

60 cm x 45 cm rectangular

60 cm x 60 cm square

Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 2012 made of high intensity Micro- Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with minimum two number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 10years warranty for retro reflection sheeting to be provided from the original sheeting manufacturer as per clause 6.9 of IRC;67:2012 & a certified copy for 3 years for outdoor exposure report from independent test lab as per IRC 67:2012 for the product offered shall be submited by the contractor

Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 made of high intensity Micro- Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with minimum two number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 7 years warranty for retro reflection sheeting to be provided from the original sheeting manufacturer as per clause 6.9 of IRC;67:2012 & a certified copy for 3 years for outdoor exposure report from independent test lab as per IRC 67:2012 for the product offered shall be submited by the contractor

Road marking with Hot applied Thermoplastic compound with retroreflectrrizing glass beeds on bituminous surface. Providing and applying (cleaning of bitminous surface) thermoplastic compound having composition of binder (Regin) minimum 18%, titanium dioxide minimum 10% and intermixed glass beed, minimum 30% of brand like Asian, burger, or equivalent make of 2.5mm thick including dropdown reflectorizing, glass beeds @ 250 gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beeds as per IRC:35. The finished surface to be level, uniform and free from straks and holes, all complete as per clause 803 of specifications

Road Median Kerb: Providing and laying at or near ground level factory made kerb stoneof M-25 grade cement concrete in position to the required line, leveland curvature, jointed with cement mortar 1:3 (1 cement: 3 coarsesand), including making joints with or without grooves (thickness ofjoints except at sharp curve shall not to more than 5mm), including PCC & making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). Median, Footpath

Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar ncluding ruled pointing etc. complete as per direction of engineer-in-charge.

MPPWD 2022

Cutting of Trees, including Cutting of Trunks, Branches and Removal Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit..

Girth from 300 mm to 600 mm

Girth from 600 mm to 900 mm

Girth from 900 mm to 1800 mm

Girth above 1800 mm

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevant clauses of section-300 of specification.

Excavation in ordinaory rock using hydraulic Excavator and Tippers with disposal upto 1000meters Excavation in roadway for roadway in ordinary rock with hydraulic Excavator including cutting and loading in tippers, transporting to embankment site with in all lifts and lead upto 100m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per releavent clauses of section 300 of specification

Ordinary rock

Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications.

Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.

0.25 kg per sqm (normal bituminous surfaces)

Providing and laying Dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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 clause 505 of specification complete in all respects. a (II)Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor. Grading II (19mm nominal size) bitumen content 4.5% with bitumen 60/70 (VG 30)

Providing and laying Bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 clause 507 of specification. a(iv)-Using Batch Mix Plant of appropriate capacity and Paver Finisher Hydraustatic with Sensor control. for Grading-II (30-40 mm thickness ) with 60/70 bitumen(VG-30)

Road Markers/Road Stud with Lense Reflector Providing and fixing single mound twin shank molded road markers / Road studmade of poly carbonate or ABS body and shall support a load of 13635 KG tested in accodance to ASTM D 4280 and complying to specifications of section 5 of IRC-35-2015 and clause 804.2.2 Of MORT&H Specification and section 5 of IRC 35-201. the reflecting panel shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face . the slope or retro reflecting surface should be 35+5 degree to base the reflective marker shall be fixed to the road surface using the epoxy / adhesive and the procedure recomended by the manufacturer no nails shall be used to affix the markers so cubes capable of that they donot pose safety hazard on the road. the contractor shall submit a two year replacement warranty for satisfactory field performace including stipulated retro reflectance of the reflecting panel.

Retro- reflectorised Traffic signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2012 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4mm and aluminum skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 10yeras warranty for retro reflecting sheeting to be provided from the original sheeting manufacture as per clause 6.9 of IRC:67:2012 & certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC:67:2012 for the product offered shall be submitted by the contrtactor

60 cm equilateral triangle

60 cm circular

60 cm x 45 cm rectangular

60 cm x 60 cm square

Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 2012 made of high intensity Micro- Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with minimum two number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 10years warranty for retro reflection sheeting to be provided from the original sheeting manufacturer as per clause 6.9 of IRC;67:2012 & a certified copy for 3 years for outdoor exposure report from independent test lab as per IRC 67:2012 for the product offered shall be submited by the contractor

Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 made of high intensity Micro- Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with minimum two number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 7 years warranty for retro reflection sheeting to be provided from the original sheeting manufacturer as per clause 6.9 of IRC;67:2012 & a certified copy for 3 years for outdoor exposure report from independent test lab as per IRC 67:2012 for the product offered shall be submited by the contractor

Road marking with Hot applied Thermoplastic compound with retroreflectrrizing glass beeds on bituminous surface. Providing and applying (cleaning of bitminous surface) thermoplastic compound having composition of binder (Regin) minimum 18%, titanium dioxide minimum 10% and intermixed glass beed, minimum 30% of brand like Asian, burger, or equivalent make of 2.5mm thick including dropdown reflectorizing, glass beeds @ 250 gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beeds as per IRC:35. The finished surface to be level, uniform and free from straks and holes, all complete as per clause 803 of specifications

Road Median Kerb: Providing and laying at or near ground level factory made kerb stoneof M-25 grade cement concrete in position to the required line, leveland curvature, jointed with cement mortar 1:3 (1 cement: 3 coarsesand), including making joints with or without grooves (thickness ofjoints except at sharp curve shall not to more than 5mm), including PCC & making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). Median, Footpath

Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar ncluding ruled pointing etc. complete as per direction of engineer-in-charge.

Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (6 to 7 mm thick) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer in charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete.

Filling with moorum for pipe bedding or over the pipe including supply of moorum

construction of circular type manhole in brick mesonry class designation with 40 with 1:4 cement mortor1:4( 1 cement :4 coarse sand),12mm thick cement plaster 1:3 cement plaster (1Cement :3 coarse sand)finished with folating coat of neat cement.30cm thick foundation in cement conc grade M-20(nominal mixed) with stone aggregate M-20 nominal size on top salb & making chanel in Cement conc grade M15(nominal mix) with stone aggregate 20mm nominal size neatly finished, curing & fixing of SFRC cover & frame (Heavy Duty HD-20),internal dia confirming to IS 12592

Non SOR

Providing and laying with PLASTITRAK, Rollon sqm surfacing material: A Solvent free, High Build, Two Pack, seamless, tough, skid resistant, 1.0-1.5 mm thick white (or required) based on gloss and color retaining Acrylic Cross Linking Resin System for Road Marking and similar applications including surface cleaning and cost of all material etc. complete. Road PAinting Solid, Road Painting Break Line, Zebra Crossing, Aerrow Marking, etc

Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in covers, including the cost of required centering, shuttering but, excluding the cost of reinforcement, with M30.

Stamped Concrete:Providing, Applying and finishing the top surface of concrete, in accordance with sprinkling of approved color hardener at the rate of 0.390 kg./sq.ft.,Floating the surface with different types of floaters, application of release agent at the rate of 0.013 kg./sq.ft , stamping the concrete with stamping tools, cleaning the surface with water and application of acrylic based sealer for finishing. with joints ( by groove cutting of size 4 mm x 20 mm in panel size approximately 3 mtr x 3 mtr as per site.) and formwork.

FRP Grating: Supplying & Installation of FRP / GRP / COMPOSITE gully grating and frame of appropriate size and load capacity of 2.5 tone equivalent to approved brand "THERMODRIN" confirming to BSEN – 124:1994. Gully grating shall have minimum 30% of water entrance area that of clear opening of the chamber. Gully grating shall have top abrasion resistant layer of decorative grey granite finish, It shall also confirm “Permanent Set” criterion as per BSEN-124. Product should be tested in test lab for load capacity and permanent set. Size - 500 x 500 mm of 40mm thickness

Providing of DWC HDPE Pipes of renowned manufacturer duly tested inclusive of all taxes related to central, state and municipal, inclusive of excise duty, inspection charges, transportation charges, transit insurance, loading/ unloading and stacking at site/ store etc, complete. & laying and jointing of specified DWC HDPE Pipes including transportation, loading/ unloading and stacking at site etc complete. Internal Dia/External Dia

Providing and erecting CI or MS ventilating columns 15 cms. dia. with C.I. ornamental cap and Min 6.00 Mtr. Height (Height may be varying as per site) base fixed firmly with necessary foundation with one coat of red lead oxide paint and one coat of any approved colour with 15 cms, dia.10 Mt.in length with 0.35mt*0.35mt* M100 Encasing, stoneware or R.C.C. pipe connection with M.H. including excavation and jointing as required etc. complete. as per drawing.

MPPWD 2022

Cutting of Trees, including Cutting of Trunks, Branches and Removal Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit..

Girth from 300 mm to 600 mm

Girth from 600 mm to 900 mm

Girth from 900 mm to 1800 mm

Girth above 1800 mm

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevant clauses of section-300 of specification.

Excavation in ordinaory rock using hydraulic Excavator and Tippers with disposal upto 1000meters Excavation in roadway for roadway in ordinary rock with hydraulic Excavator including cutting and loading in tippers, transporting to embankment site with in all lifts and lead upto 100m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per releavent clauses of section 300 of specification

Ordinary rock

Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications.

Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.

0.25 kg per sqm (normal bituminous surfaces)

Providing and laying Dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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 clause 505 of specification complete in all respects. a (II)Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor. Grading II (19mm nominal size) bitumen content 4.5% with bitumen 60/70 (VG 30)

Providing and laying Bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 clause 507 of specification. a(iv)-Using Batch Mix Plant of appropriate capacity and Paver Finisher Hydraustatic with Sensor control. for Grading-II (30-40 mm thickness ) with 60/70 bitumen(VG-30)

Road Markers/Road Stud with Lense Reflector Providing and fixing single mound twin shank molded road markers / Road studmade of poly carbonate or ABS body and shall support a load of 13635 KG tested in accodance to ASTM D 4280 and complying to specifications of section 5 of IRC-35-2015 and clause 804.2.2 Of MORT&H Specification and section 5 of IRC 35-201. the reflecting panel shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face . the slope or retro reflecting surface should be 35+5 degree to base the reflective marker shall be fixed to the road surface using the epoxy / adhesive and the procedure recomended by the manufacturer no nails shall be used to affix the markers so cubes capable of that they donot pose safety hazard on the road. the contractor shall submit a two year replacement warranty for satisfactory field performace including stipulated retro reflectance of the reflecting panel.

Retro- reflectorised Traffic signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2012 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4mm and aluminum skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 10yeras warranty for retro reflecting sheeting to be provided from the original sheeting manufacture as per clause 6.9 of IRC:67:2012 & certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC:67:2012 for the product offered shall be submitted by the contrtactor

60 cm equilateral triangle

60 cm circular

60 cm x 45 cm rectangular

60 cm x 60 cm square

Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 2012 made of high intensity Micro- Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with minimum two number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 10years warranty for retro reflection sheeting to be provided from the original sheeting manufacturer as per clause 6.9 of IRC;67:2012 & a certified copy for 3 years for outdoor exposure report from independent test lab as per IRC 67:2012 for the product offered shall be submited by the contractor

Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 made of high intensity Micro- Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with minimum two number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 7 years warranty for retro reflection sheeting to be provided from the original sheeting manufacturer as per clause 6.9 of IRC;67:2012 & a certified copy for 3 years for outdoor exposure report from independent test lab as per IRC 67:2012 for the product offered shall be submited by the contractor

Road marking with Hot applied Thermoplastic compound with retroreflectrrizing glass beeds on bituminous surface. Providing and applying (cleaning of bitminous surface) thermoplastic compound having composition of binder (Regin) minimum 18%, titanium dioxide minimum 10% and intermixed glass beed, minimum 30% of brand like Asian, burger, or equivalent make of 2.5mm thick including dropdown reflectorizing, glass beeds @ 250 gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beeds as per IRC:35. The finished surface to be level, uniform and free from straks and holes, all complete as per clause 803 of specifications

Road Median Kerb: Providing and laying at or near ground level factory made kerb stoneof M-25 grade cement concrete in position to the required line, leveland curvature, jointed with cement mortar 1:3 (1 cement: 3 coarsesand), including making joints with or without grooves (thickness ofjoints except at sharp curve shall not to more than 5mm), including PCC & making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). Median, Footpath

Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar ncluding ruled pointing etc. complete as per direction of engineer-in-charge.

MPPWD 2022

Cutting of Trees, including Cutting of Trunks, Branches and Removal Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit..

Girth from 300 mm to 600 mm

Girth from 600 mm to 900 mm

Girth from 900 mm to 1800 mm

Girth above 1800 mm

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevant clauses of section-300 of specification.

Excavation in ordinaory rock using hydraulic Excavator and Tippers with disposal upto 1000meters Excavation in roadway for roadway in ordinary rock with hydraulic Excavator including cutting and loading in tippers, transporting to embankment site with in all lifts and lead upto 100m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per releavent clauses of section 300 of specification

Ordinary rock

Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications.

Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.

0.25 kg per sqm (normal bituminous surfaces)

Providing and laying Dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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 clause 505 of specification complete in all respects. a (II)Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor. Grading II (19mm nominal size) bitumen content 4.5% with bitumen 60/70 (VG 30)

Providing and laying Bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 clause 507 of specification. a(iv)-Using Batch Mix Plant of appropriate capacity and Paver Finisher Hydraustatic with Sensor control. for Grading-II (30-40 mm thickness ) with 60/70 bitumen(VG-30)

Road Markers/Road Stud with Lense Reflector Providing and fixing single mound twin shank molded road markers / Road studmade of poly carbonate or ABS body and shall support a load of 13635 KG tested in accodance to ASTM D 4280 and complying to specifications of section 5 of IRC-35-2015 and clause 804.2.2 Of MORT&H Specification and section 5 of IRC 35-201. the reflecting panel shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face . the slope or retro reflecting surface should be 35+5 degree to base the reflective marker shall be fixed to the road surface using the epoxy / adhesive and the procedure recomended by the manufacturer no nails shall be used to affix the markers so cubes capable of that they donot pose safety hazard on the road. the contractor shall submit a two year replacement warranty for satisfactory field performace including stipulated retro reflectance of the reflecting panel.

Retro- reflectorised Traffic signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2012 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4mm and aluminum skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 10yeras warranty for retro reflecting sheeting to be provided from the original sheeting manufacture as per clause 6.9 of IRC:67:2012 & certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC:67:2012 for the product offered shall be submitted by the contrtactor

60 cm equilateral triangle

60 cm circular

60 cm x 45 cm rectangular

60 cm x 60 cm square

Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 2012 made of high intensity Micro- Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with minimum two number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 10years warranty for retro reflection sheeting to be provided from the original sheeting manufacturer as per clause 6.9 of IRC;67:2012 & a certified copy for 3 years for outdoor exposure report from independent test lab as per IRC 67:2012 for the product offered shall be submited by the contractor

Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 made of high intensity Micro- Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with minimum two number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 7 years warranty for retro reflection sheeting to be provided from the original sheeting manufacturer as per clause 6.9 of IRC;67:2012 & a certified copy for 3 years for outdoor exposure report from independent test lab as per IRC 67:2012 for the product offered shall be submited by the contractor

Road marking with Hot applied Thermoplastic compound with retroreflectrrizing glass beeds on bituminous surface. Providing and applying (cleaning of bitminous surface) thermoplastic compound having composition of binder (Regin) minimum 18%, titanium dioxide minimum 10% and intermixed glass beed, minimum 30% of brand like Asian, burger, or equivalent make of 2.5mm thick including dropdown reflectorizing, glass beeds @ 250 gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beeds as per IRC:35. The finished surface to be level, uniform and free from straks and holes, all complete as per clause 803 of specifications

Road Median Kerb: Providing and laying at or near ground level factory made kerb stoneof M-25 grade cement concrete in position to the required line, leveland curvature, jointed with cement mortar 1:3 (1 cement: 3 coarsesand), including making joints with or without grooves (thickness ofjoints except at sharp curve shall not to more than 5mm), including PCC & making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). Median, Footpath

Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar ncluding ruled pointing etc. complete as per direction of engineer-in-charge.

MPPWD 2022

Cutting of Trees, including Cutting of Trunks, Branches and Removal Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit..

Girth from 300 mm to 600 mm

Girth from 600 mm to 900 mm

Girth from 900 mm to 1800 mm

Girth above 1800 mm

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevant clauses of section-300 of specification.

Excavation in ordinaory rock using hydraulic Excavator and Tippers with disposal upto 1000meters Excavation in roadway for roadway in ordinary rock with hydraulic Excavator including cutting and loading in tippers, transporting to embankment site with in all lifts and lead upto 100m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per releavent clauses of section 300 of specification

Ordinary rock

Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications.

Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.

0.25 kg per sqm (normal bituminous surfaces)

Providing and laying Dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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 clause 505 of specification complete in all respects. a (II)Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor. Grading II (19mm nominal size) bitumen content 4.5% with bitumen 60/70 (VG 30)

Providing and laying Bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 clause 507 of specification. a(iv)-Using Batch Mix Plant of appropriate capacity and Paver Finisher Hydraustatic with Sensor control. for Grading-II (30-40 mm thickness ) with 60/70 bitumen(VG-30)

Road Markers/Road Stud with Lense Reflector Providing and fixing single mound twin shank molded road markers / Road studmade of poly carbonate or ABS body and shall support a load of 13635 KG tested in accodance to ASTM D 4280 and complying to specifications of section 5 of IRC-35-2015 and clause 804.2.2 Of MORT&H Specification and section 5 of IRC 35-201. the reflecting panel shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face . the slope or retro reflecting surface should be 35+5 degree to base the reflective marker shall be fixed to the road surface using the epoxy / adhesive and the procedure recomended by the manufacturer no nails shall be used to affix the markers so cubes capable of that they donot pose safety hazard on the road. the contractor shall submit a two year replacement warranty for satisfactory field performace including stipulated retro reflectance of the reflecting panel.

Retro- reflectorised Traffic signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2012 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4mm and aluminum skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 10yeras warranty for retro reflecting sheeting to be provided from the original sheeting manufacture as per clause 6.9 of IRC:67:2012 & certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC:67:2012 for the product offered shall be submitted by the contrtactor

60 cm equilateral triangle

60 cm circular

60 cm x 45 cm rectangular

60 cm x 60 cm square

Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 2012 made of high intensity Micro- Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with minimum two number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 10years warranty for retro reflection sheeting to be provided from the original sheeting manufacturer as per clause 6.9 of IRC;67:2012 & a certified copy for 3 years for outdoor exposure report from independent test lab as per IRC 67:2012 for the product offered shall be submited by the contractor

Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 made of high intensity Micro- Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with minimum two number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 7 years warranty for retro reflection sheeting to be provided from the original sheeting manufacturer as per clause 6.9 of IRC;67:2012 & a certified copy for 3 years for outdoor exposure report from independent test lab as per IRC 67:2012 for the product offered shall be submited by the contractor

Road marking with Hot applied Thermoplastic compound with retroreflectrrizing glass beeds on bituminous surface. Providing and applying (cleaning of bitminous surface) thermoplastic compound having composition of binder (Regin) minimum 18%, titanium dioxide minimum 10% and intermixed glass beed, minimum 30% of brand like Asian, burger, or equivalent make of 2.5mm thick including dropdown reflectorizing, glass beeds @ 250 gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beeds as per IRC:35. The finished surface to be level, uniform and free from straks and holes, all complete as per clause 803 of specifications

Road Median Kerb: Providing and laying at or near ground level factory made kerb stoneof M-25 grade cement concrete in position to the required line, leveland curvature, jointed with cement mortar 1:3 (1 cement: 3 coarsesand), including making joints with or without grooves (thickness ofjoints except at sharp curve shall not to more than 5mm), including PCC & making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). Median, Footpath

Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar ncluding ruled pointing etc. complete as per direction of engineer-in-charge.

MPPWD 2022

Cutting of Trees, including Cutting of Trunks, Branches and Removal Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit..

Girth from 300 mm to 600 mm

Girth from 600 mm to 900 mm

Girth from 900 mm to 1800 mm

Girth above 1800 mm

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevant clauses of section-300 of specification.

Excavation in ordinaory rock using hydraulic Excavator and Tippers with disposal upto 1000meters Excavation in roadway for roadway in ordinary rock with hydraulic Excavator including cutting and loading in tippers, transporting to embankment site with in all lifts and lead upto 100m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per releavent clauses of section 300 of specification

Ordinary rock

Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications.

Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.

0.25 kg per sqm (normal bituminous surfaces)

Providing and laying Dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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 clause 505 of specification complete in all respects. a (II)Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor. Grading II (19mm nominal size) bitumen content 4.5% with bitumen 60/70 (VG 30)

Providing and laying Bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 clause 507 of specification. a(iv)-Using Batch Mix Plant of appropriate capacity and Paver Finisher Hydraustatic with Sensor control. for Grading-II (30-40 mm thickness ) with 60/70 bitumen(VG-30)

Road Markers/Road Stud with Lense Reflector Providing and fixing single mound twin shank molded road markers / Road studmade of poly carbonate or ABS body and shall support a load of 13635 KG tested in accodance to ASTM D 4280 and complying to specifications of section 5 of IRC-35-2015 and clause 804.2.2 Of MORT&H Specification and section 5 of IRC 35-201. the reflecting panel shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face . the slope or retro reflecting surface should be 35+5 degree to base the reflective marker shall be fixed to the road surface using the epoxy / adhesive and the procedure recomended by the manufacturer no nails shall be used to affix the markers so cubes capable of that they donot pose safety hazard on the road. the contractor shall submit a two year replacement warranty for satisfactory field performace including stipulated retro reflectance of the reflecting panel.

Retro- reflectorised Traffic signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2012 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4mm and aluminum skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 10yeras warranty for retro reflecting sheeting to be provided from the original sheeting manufacture as per clause 6.9 of IRC:67:2012 & certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC:67:2012 for the product offered shall be submitted by the contrtactor

60 cm equilateral triangle

60 cm circular

60 cm x 45 cm rectangular

60 cm x 60 cm square

Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 2012 made of high intensity Micro- Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with minimum two number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 10years warranty for retro reflection sheeting to be provided from the original sheeting manufacturer as per clause 6.9 of IRC;67:2012 & a certified copy for 3 years for outdoor exposure report from independent test lab as per IRC 67:2012 for the product offered shall be submited by the contractor

Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 made of high intensity Micro- Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with minimum two number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 7 years warranty for retro reflection sheeting to be provided from the original sheeting manufacturer as per clause 6.9 of IRC;67:2012 & a certified copy for 3 years for outdoor exposure report from independent test lab as per IRC 67:2012 for the product offered shall be submited by the contractor

Road marking with Hot applied Thermoplastic compound with retroreflectrrizing glass beeds on bituminous surface. Providing and applying (cleaning of bitminous surface) thermoplastic compound having composition of binder (Regin) minimum 18%, titanium dioxide minimum 10% and intermixed glass beed, minimum 30% of brand like Asian, burger, or equivalent make of 2.5mm thick including dropdown reflectorizing, glass beeds @ 250 gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beeds as per IRC:35. The finished surface to be level, uniform and free from straks and holes, all complete as per clause 803 of specifications

Road Median Kerb: Providing and laying at or near ground level factory made kerb stoneof M-25 grade cement concrete in position to the required line, leveland curvature, jointed with cement mortar 1:3 (1 cement: 3 coarsesand), including making joints with or without grooves (thickness ofjoints except at sharp curve shall not to more than 5mm), including PCC & making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). Median, Footpath

Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar ncluding ruled pointing etc. complete as per direction of engineer-in-charge.

MPPWD 2022

Cutting of Trees, including Cutting of Trunks, Branches and Removal Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit..

Girth from 300 mm to 600 mm

Girth from 600 mm to 900 mm

Girth from 900 mm to 1800 mm

Girth above 1800 mm

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevant clauses of section-300 of specification.

Excavation in ordinaory rock using hydraulic Excavator and Tippers with disposal upto 1000meters Excavation in roadway for roadway in ordinary rock with hydraulic Excavator including cutting and loading in tippers, transporting to embankment site with in all lifts and lead upto 100m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per releavent clauses of section 300 of specification

Ordinary rock

Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications.

Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.

0.25 kg per sqm (normal bituminous surfaces)

Providing and laying Dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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 clause 505 of specification complete in all respects. a (II)Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor. Grading II (19mm nominal size) bitumen content 4.5% with bitumen 60/70 (VG 30)

Providing and laying Bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 clause 507 of specification. a(iv)-Using Batch Mix Plant of appropriate capacity and Paver Finisher Hydraustatic with Sensor control. for Grading-II (30-40 mm thickness ) with 60/70 bitumen(VG-30)

Road Markers/Road Stud with Lense Reflector Providing and fixing single mound twin shank molded road markers / Road studmade of poly carbonate or ABS body and shall support a load of 13635 KG tested in accodance to ASTM D 4280 and complying to specifications of section 5 of IRC-35-2015 and clause 804.2.2 Of MORT&H Specification and section 5 of IRC 35-201. the reflecting panel shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face . the slope or retro reflecting surface should be 35+5 degree to base the reflective marker shall be fixed to the road surface using the epoxy / adhesive and the procedure recomended by the manufacturer no nails shall be used to affix the markers so cubes capable of that they donot pose safety hazard on the road. the contractor shall submit a two year replacement warranty for satisfactory field performace including stipulated retro reflectance of the reflecting panel.

Retro- reflectorised Traffic signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2012 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4mm and aluminum skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 10yeras warranty for retro reflecting sheeting to be provided from the original sheeting manufacture as per clause 6.9 of IRC:67:2012 & certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC:67:2012 for the product offered shall be submitted by the contrtactor

60 cm equilateral triangle

60 cm circular

60 cm x 45 cm rectangular

60 cm x 60 cm square

Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 2012 made of high intensity Micro- Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with minimum two number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 10years warranty for retro reflection sheeting to be provided from the original sheeting manufacturer as per clause 6.9 of IRC;67:2012 & a certified copy for 3 years for outdoor exposure report from independent test lab as per IRC 67:2012 for the product offered shall be submited by the contractor

Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 made of high intensity Micro- Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with minimum two number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 7 years warranty for retro reflection sheeting to be provided from the original sheeting manufacturer as per clause 6.9 of IRC;67:2012 & a certified copy for 3 years for outdoor exposure report from independent test lab as per IRC 67:2012 for the product offered shall be submited by the contractor

Road marking with Hot applied Thermoplastic compound with retroreflectrrizing glass beeds on bituminous surface. Providing and applying (cleaning of bitminous surface) thermoplastic compound having composition of binder (Regin) minimum 18%, titanium dioxide minimum 10% and intermixed glass beed, minimum 30% of brand like Asian, burger, or equivalent make of 2.5mm thick including dropdown reflectorizing, glass beeds @ 250 gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beeds as per IRC:35. The finished surface to be level, uniform and free from straks and holes, all complete as per clause 803 of specifications

Description

Road Median Kerb: Providing and laying at or near ground level factory made kerb stoneof M-25 grade cement concrete in position to the required line, leveland curvature, jointed with cement mortar 1:3 (1 cement: 3 coarsesand), including making joints with or without grooves (thickness ofjoints except at sharp curve shall not to more than 5mm), including PCC & making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). Median, Footpath

Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar ncluding ruled pointing etc. complete as per direction of engineer-in-charge.

MPPWD 2022

Cutting of Trees, including Cutting of Trunks, Branches and Removal Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit..

Girth from 300 mm to 600 mm

Girth from 600 mm to 900 mm

Girth from 900 mm to 1800 mm

Girth above 1800 mm

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevant clauses of section-300 of specification.

Excavation in ordinaory rock using hydraulic Excavator and Tippers with disposal upto 1000meters Excavation in roadway for roadway in ordinary rock with hydraulic Excavator including cutting and loading in tippers, transporting to embankment site with in all lifts and lead upto 100m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per releavent clauses of section 300 of specification

Ordinary rock

Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications.

Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.

0.25 kg per sqm (normal bituminous surfaces)

Providing and laying Dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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 clause 505 of specification complete in all respects. a (II)Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor. Grading II (19mm nominal size) bitumen content 4.5% with bitumen 60/70 (VG 30)

Providing and laying Bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 clause 507 of specification. a(iv)-Using Batch Mix Plant of appropriate capacity and Paver Finisher Hydraustatic with Sensor control. for Grading-II (30-40 mm thickness ) with 60/70 bitumen(VG-30)

Road Markers/Road Stud with Lense Reflector Providing and fixing single mound twin shank molded road markers / Road studmade of poly carbonate or ABS body and shall support a load of 13635 KG tested in accodance to ASTM D 4280 and complying to specifications of section 5 of IRC-35-2015 and clause 804.2.2 Of MORT&H Specification and section 5 of IRC 35-201. the reflecting panel shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face . the slope or retro reflecting surface should be 35+5 degree to base the reflective marker shall be fixed to the road surface using the epoxy / adhesive and the procedure recomended by the manufacturer no nails shall be used to affix the markers so cubes capable of that they donot pose safety hazard on the road. the contractor shall submit a two year replacement warranty for satisfactory field performace including stipulated retro reflectance of the reflecting panel.

Retro- reflectorised Traffic signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2012 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4mm and aluminum skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 10yeras warranty for retro reflecting sheeting to be provided from the original sheeting manufacture as per clause 6.9 of IRC:67:2012 & certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC:67:2012 for the product offered shall be submitted by the contrtactor

60 cm equilateral triangle

60 cm circular

60 cm x 45 cm rectangular

60 cm x 60 cm square

Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 2012 made of high intensity Micro- Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with minimum two number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 10years warranty for retro reflection sheeting to be provided from the original sheeting manufacturer as per clause 6.9 of IRC;67:2012 & a certified copy for 3 years for outdoor exposure report from independent test lab as per IRC 67:2012 for the product offered shall be submited by the contractor

Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 made of high intensity Micro- Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with minimum two number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 7 years warranty for retro reflection sheeting to be provided from the original sheeting manufacturer as per clause 6.9 of IRC;67:2012 & a certified copy for 3 years for outdoor exposure report from independent test lab as per IRC 67:2012 for the product offered shall be submited by the contractor

Road marking with Hot applied Thermoplastic compound with retroreflectrrizing glass beeds on bituminous surface. Providing and applying (cleaning of bitminous surface) thermoplastic compound having composition of binder (Regin) minimum 18%, titanium dioxide minimum 10% and intermixed glass beed, minimum 30% of brand like Asian, burger, or equivalent make of 2.5mm thick including dropdown reflectorizing, glass beeds @ 250 gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beeds as per IRC:35. The finished surface to be level, uniform and free from straks and holes, all complete as per clause 803 of specifications

Road Median Kerb: Providing and laying at or near ground level factory made kerb stoneof M-25 grade cement concrete in position to the required line, leveland curvature, jointed with cement mortar 1:3 (1 cement: 3 coarsesand), including making joints with or without grooves (thickness ofjoints except at sharp curve shall not to more than 5mm), including PCC & making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). Median, Footpath

Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar ncluding ruled pointing etc. complete as per direction of engineer-in-charge.

MPPWD 2022

Cutting of Trees, including Cutting of Trunks, Branches and Removal Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit..

Girth from 300 mm to 600 mm

Girth from 600 mm to 900 mm

Girth from 900 mm to 1800 mm

Girth above 1800 mm

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevant clauses of section-300 of specification.

Excavation in ordinaory rock using hydraulic Excavator and Tippers with disposal upto 1000meters Excavation in roadway for roadway in ordinary rock with hydraulic Excavator including cutting and loading in tippers, transporting to embankment site with in all lifts and lead upto 100m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per releavent clauses of section 300 of specification

Ordinary rock

Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications.

Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.

0.25 kg per sqm (normal bituminous surfaces)

Providing and laying Dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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 clause 505 of specification complete in all respects. a (II)Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor. Grading II (19mm nominal size) bitumen content 4.5% with bitumen 60/70 (VG 30)

Providing and laying Bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 clause 507 of specification. a(iv)-Using Batch Mix Plant of appropriate capacity and Paver Finisher Hydraustatic with Sensor control. for Grading-II (30-40 mm thickness ) with 60/70 bitumen(VG-30)

Road Markers/Road Stud with Lense Reflector Providing and fixing single mound twin shank molded road markers / Road studmade of poly carbonate or ABS body and shall support a load of 13635 KG tested in accodance to ASTM D 4280 and complying to specifications of section 5 of IRC-35-2015 and clause 804.2.2 Of MORT&H Specification and section 5 of IRC 35-201. the reflecting panel shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face . the slope or retro reflecting surface should be 35+5 degree to base the reflective marker shall be fixed to the road surface using the epoxy / adhesive and the procedure recomended by the manufacturer no nails shall be used to affix the markers so cubes capable of that they donot pose safety hazard on the road. the contractor shall submit a two year replacement warranty for satisfactory field performace including stipulated retro reflectance of the reflecting panel.

Retro- reflectorised Traffic signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2012 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4mm and aluminum skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 10yeras warranty for retro reflecting sheeting to be provided from the original sheeting manufacture as per clause 6.9 of IRC:67:2012 & certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC:67:2012 for the product offered shall be submitted by the contrtactor

60 cm equilateral triangle

60 cm circular

60 cm x 45 cm rectangular

60 cm x 60 cm square

Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 2012 made of high intensity Micro- Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with minimum two number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 10years warranty for retro reflection sheeting to be provided from the original sheeting manufacturer as per clause 6.9 of IRC;67:2012 & a certified copy for 3 years for outdoor exposure report from independent test lab as per IRC 67:2012 for the product offered shall be submited by the contractor

Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 made of high intensity Micro- Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with minimum two number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 7 years warranty for retro reflection sheeting to be provided from the original sheeting manufacturer as per clause 6.9 of IRC;67:2012 & a certified copy for 3 years for outdoor exposure report from independent test lab as per IRC 67:2012 for the product offered shall be submited by the contractor

Road marking with Hot applied Thermoplastic compound with retroreflectrrizing glass beeds on bituminous surface. Providing and applying (cleaning of bitminous surface) thermoplastic compound having composition of binder (Regin) minimum 18%, titanium dioxide minimum 10% and intermixed glass beed, minimum 30% of brand like Asian, burger, or equivalent make of 2.5mm thick including dropdown reflectorizing, glass beeds @ 250 gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beeds as per IRC:35. The finished surface to be level, uniform and free from straks and holes, all complete as per clause 803 of specifications

Road Median Kerb: Providing and laying at or near ground level factory made kerb stoneof M-25 grade cement concrete in position to the required line, leveland curvature, jointed with cement mortar 1:3 (1 cement: 3 coarsesand), including making joints with or without grooves (thickness ofjoints except at sharp curve shall not to more than 5mm), including PCC & making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). Median, Footpath

Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar ncluding ruled pointing etc. complete as per direction of engineer-in-charge.

MPPWD 2022

Cutting of Trees, including Cutting of Trunks, Branches and Removal Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit..

Girth from 300 mm to 600 mm

Girth from 600 mm to 900 mm

Girth from 900 mm to 1800 mm

Girth above 1800 mm

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevant clauses of section-300 of specification.

Excavation in ordinaory rock using hydraulic Excavator and Tippers with disposal upto 1000meters Excavation in roadway for roadway in ordinary rock with hydraulic Excavator including cutting and loading in tippers, transporting to embankment site with in all lifts and lead upto 100m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per releavent clauses of section 300 of specification

Ordinary rock

Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications.

Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.

0.25 kg per sqm (normal bituminous surfaces)

Providing and laying Dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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 clause 505 of specification complete in all respects. a (II)Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor. Grading II (19mm nominal size) bitumen content 4.5% with bitumen 60/70 (VG 30)

Providing and laying Bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 clause 507 of specification. a(iv)-Using Batch Mix Plant of appropriate capacity and Paver Finisher Hydraustatic with Sensor control. for Grading-II (30-40 mm thickness ) with 60/70 bitumen(VG-30)

Road Markers/Road Stud with Lense Reflector Providing and fixing single mound twin shank molded road markers / Road studmade of poly carbonate or ABS body and shall support a load of 13635 KG tested in accodance to ASTM D 4280 and complying to specifications of section 5 of IRC-35-2015 and clause 804.2.2 Of MORT&H Specification and section 5 of IRC 35-201. the reflecting panel shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face . the slope or retro reflecting surface should be 35+5 degree to base the reflective marker shall be fixed to the road surface using the epoxy / adhesive and the procedure recomended by the manufacturer no nails shall be used to affix the markers so cubes capable of that they donot pose safety hazard on the road. the contractor shall submit a two year replacement warranty for satisfactory field performace including stipulated retro reflectance of the reflecting panel.

Retro- reflectorised Traffic signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2012 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4mm and aluminum skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 10yeras warranty for retro reflecting sheeting to be provided from the original sheeting manufacture as per clause 6.9 of IRC:67:2012 & certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC:67:2012 for the product offered shall be submitted by the contrtactor

60 cm equilateral triangle

60 cm circular

60 cm x 45 cm rectangular

60 cm x 60 cm square

Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 2012 made of high intensity Micro- Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with minimum two number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 10years warranty for retro reflection sheeting to be provided from the original sheeting manufacturer as per clause 6.9 of IRC;67:2012 & a certified copy for 3 years for outdoor exposure report from independent test lab as per IRC 67:2012 for the product offered shall be submited by the contractor

Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 made of high intensity Micro- Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with minimum two number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 7 years warranty for retro reflection sheeting to be provided from the original sheeting manufacturer as per clause 6.9 of IRC;67:2012 & a certified copy for 3 years for outdoor exposure report from independent test lab as per IRC 67:2012 for the product offered shall be submited by the contractor

Road marking with Hot applied Thermoplastic compound with retroreflectrrizing glass beeds on bituminous surface. Providing and applying (cleaning of bitminous surface) thermoplastic compound having composition of binder (Regin) minimum 18%, titanium dioxide minimum 10% and intermixed glass beed, minimum 30% of brand like Asian, burger, or equivalent make of 2.5mm thick including dropdown reflectorizing, glass beeds @ 250 gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beeds as per IRC:35. The finished surface to be level, uniform and free from straks and holes, all complete as per clause 803 of specifications

Road Median Kerb: Providing and laying at or near ground level factory made kerb stoneof M-25 grade cement concrete in position to the required line, leveland curvature, jointed with cement mortar 1:3 (1 cement: 3 coarsesand), including making joints with or without grooves (thickness ofjoints except at sharp curve shall not to more than 5mm), including PCC & making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). Median, Footpath

Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar ncluding ruled pointing etc. complete as per direction of engineer-in-charge.

MPPWD 2022

Cutting of Trees, including Cutting of Trunks, Branches and Removal Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit..

Girth from 300 mm to 600 mm

Girth from 600 mm to 900 mm

Girth from 900 mm to 1800 mm

Girth above 1800 mm

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevant clauses of section-300 of specification.

Excavation in ordinaory rock using hydraulic Excavator and Tippers with disposal upto 1000meters Excavation in roadway for roadway in ordinary rock with hydraulic Excavator including cutting and loading in tippers, transporting to embankment site with in all lifts and lead upto 100m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per releavent clauses of section 300 of specification

Ordinary rock

Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications.

Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.

0.25 kg per sqm (normal bituminous surfaces)

Providing and laying Dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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 clause 505 of specification complete in all respects. a (II)Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor. Grading II (19mm nominal size) bitumen content 4.5% with bitumen 60/70 (VG 30)

Providing and laying Bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 clause 507 of specification. a(iv)-Using Batch Mix Plant of appropriate capacity and Paver Finisher Hydraustatic with Sensor control. for Grading-II (30-40 mm thickness ) with 60/70 bitumen(VG-30)

Road Markers/Road Stud with Lense Reflector Providing and fixing single mound twin shank molded road markers / Road studmade of poly carbonate or ABS body and shall support a load of 13635 KG tested in accodance to ASTM D 4280 and complying to specifications of section 5 of IRC-35-2015 and clause 804.2.2 Of MORT&H Specification and section 5 of IRC 35-201. the reflecting panel shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face . the slope or retro reflecting surface should be 35+5 degree to base the reflective marker shall be fixed to the road surface using the epoxy / adhesive and the procedure recomended by the manufacturer no nails shall be used to affix the markers so cubes capable of that they donot pose safety hazard on the road. the contractor shall submit a two year replacement warranty for satisfactory field performace including stipulated retro reflectance of the reflecting panel.

Retro- reflectorised Traffic signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2012 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4mm and aluminum skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 10yeras warranty for retro reflecting sheeting to be provided from the original sheeting manufacture as per clause 6.9 of IRC:67:2012 & certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC:67:2012 for the product offered shall be submitted by the contrtactor

60 cm equilateral triangle

60 cm circular

60 cm x 45 cm rectangular

60 cm x 60 cm square

Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 2012 made of high intensity Micro- Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with minimum two number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 10years warranty for retro reflection sheeting to be provided from the original sheeting manufacturer as per clause 6.9 of IRC;67:2012 & a certified copy for 3 years for outdoor exposure report from independent test lab as per IRC 67:2012 for the product offered shall be submited by the contractor

Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 made of high intensity Micro- Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with minimum two number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 7 years warranty for retro reflection sheeting to be provided from the original sheeting manufacturer as per clause 6.9 of IRC;67:2012 & a certified copy for 3 years for outdoor exposure report from independent test lab as per IRC 67:2012 for the product offered shall be submited by the contractor

Road marking with Hot applied Thermoplastic compound with retroreflectrrizing glass beeds on bituminous surface. Providing and applying (cleaning of bitminous surface) thermoplastic compound having composition of binder (Regin) minimum 18%, titanium dioxide minimum 10% and intermixed glass beed, minimum 30% of brand like Asian, burger, or equivalent make of 2.5mm thick including dropdown reflectorizing, glass beeds @ 250 gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beeds as per IRC:35. The finished surface to be level, uniform and free from straks and holes, all complete as per clause 803 of specifications

Road Median Kerb: Providing and laying at or near ground level factory made kerb stoneof M-25 grade cement concrete in position to the required line, leveland curvature, jointed with cement mortar 1:3 (1 cement: 3 coarsesand), including making joints with or without grooves (thickness ofjoints except at sharp curve shall not to more than 5mm), including PCC & making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). Median, Footpath

Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar ncluding ruled pointing etc. complete as per direction of engineer-in-charge.

MPPWD 2022

Cutting of Trees, including Cutting of Trunks, Branches and Removal Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit..

Girth from 300 mm to 600 mm

Girth from 600 mm to 900 mm

Girth from 900 mm to 1800 mm

Girth above 1800 mm

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevant clauses of section-300 of specification.

Excavation in ordinaory rock using hydraulic Excavator and Tippers with disposal upto 1000meters Excavation in roadway for roadway in ordinary rock with hydraulic Excavator including cutting and loading in tippers, transporting to embankment site with in all lifts and lead upto 100m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per releavent clauses of section 300 of specification

Ordinary rock

Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications.

Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.

0.25 kg per sqm (normal bituminous surfaces)

Providing and laying Dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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 clause 505 of specification complete in all respects. a (II)Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor. Grading II (19mm nominal size) bitumen content 4.5% with bitumen 60/70 (VG 30)

Providing and laying Bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 clause 507 of specification. a(iv)-Using Batch Mix Plant of appropriate capacity and Paver Finisher Hydraustatic with Sensor control. for Grading-II (30-40 mm thickness ) with 60/70 bitumen(VG-30)

Road Markers/Road Stud with Lense Reflector Providing and fixing single mound twin shank molded road markers / Road studmade of poly carbonate or ABS body and shall support a load of 13635 KG tested in accodance to ASTM D 4280 and complying to specifications of section 5 of IRC-35-2015 and clause 804.2.2 Of MORT&H Specification and section 5 of IRC 35-201. the reflecting panel shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face . the slope or retro reflecting surface should be 35+5 degree to base the reflective marker shall be fixed to the road surface using the epoxy / adhesive and the procedure recomended by the manufacturer no nails shall be used to affix the markers so cubes capable of that they donot pose safety hazard on the road. the contractor shall submit a two year replacement warranty for satisfactory field performace including stipulated retro reflectance of the reflecting panel.

Retro- reflectorised Traffic signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2012 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4mm and aluminum skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 10yeras warranty for retro reflecting sheeting to be provided from the original sheeting manufacture as per clause 6.9 of IRC:67:2012 & certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC:67:2012 for the product offered shall be submitted by the contrtactor

60 cm equilateral triangle

60 cm circular

60 cm x 45 cm rectangular

60 cm x 60 cm square

Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 2012 made of high intensity Micro- Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with minimum two number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 10years warranty for retro reflection sheeting to be provided from the original sheeting manufacturer as per clause 6.9 of IRC;67:2012 & a certified copy for 3 years for outdoor exposure report from independent test lab as per IRC 67:2012 for the product offered shall be submited by the contractor

Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 made of high intensity Micro- Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with minimum two number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 7 years warranty for retro reflection sheeting to be provided from the original sheeting manufacturer as per clause 6.9 of IRC;67:2012 & a certified copy for 3 years for outdoor exposure report from independent test lab as per IRC 67:2012 for the product offered shall be submited by the contractor

Road marking with Hot applied Thermoplastic compound with retroreflectrrizing glass beeds on bituminous surface. Providing and applying (cleaning of bitminous surface) thermoplastic compound having composition of binder (Regin) minimum 18%, titanium dioxide minimum 10% and intermixed glass beed, minimum 30% of brand like Asian, burger, or equivalent make of 2.5mm thick including dropdown reflectorizing, glass beeds @ 250 gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beeds as per IRC:35. The finished surface to be level, uniform and free from straks and holes, all complete as per clause 803 of specifications

Road Median Kerb: Providing and laying at or near ground level factory made kerb stoneof M-25 grade cement concrete in position to the required line, leveland curvature, jointed with cement mortar 1:3 (1 cement: 3 coarsesand), including making joints with or without grooves (thickness ofjoints except at sharp curve shall not to more than 5mm), including PCC & making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). Median, Footpath

Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar ncluding ruled pointing etc. complete as per direction of engineer-in-charge.

MPPWD 2022

Cutting of Trees, including Cutting of Trunks, Branches and Removal Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit..

Girth from 300 mm to 600 mm

Girth from 600 mm to 900 mm

Girth from 900 mm to 1800 mm

Girth above 1800 mm

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevant clauses of section-300 of specification.

Excavation in ordinaory rock using hydraulic Excavator and Tippers with disposal upto 1000meters Excavation in roadway for roadway in ordinary rock with hydraulic Excavator including cutting and loading in tippers, transporting to embankment site with in all lifts and lead upto 100m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per releavent clauses of section 300 of specification

Ordinary rock

Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications.

Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.

0.25 kg per sqm (normal bituminous surfaces)

Providing and laying Dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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 clause 505 of specification complete in all respects. a (II)Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor. Grading II (19mm nominal size) bitumen content 4.5% with bitumen 60/70 (VG 30)

Providing and laying Bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 clause 507 of specification. a(iv)-Using Batch Mix Plant of appropriate capacity and Paver Finisher Hydraustatic with Sensor control. for Grading-II (30-40 mm thickness ) with 60/70 bitumen(VG-30)

Road Markers/Road Stud with Lense Reflector Providing and fixing single mound twin shank molded road markers / Road studmade of poly carbonate or ABS body and shall support a load of 13635 KG tested in accodance to ASTM D 4280 and complying to specifications of section 5 of IRC-35-2015 and clause 804.2.2 Of MORT&H Specification and section 5 of IRC 35-201. the reflecting panel shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face . the slope or retro reflecting surface should be 35+5 degree to base the reflective marker shall be fixed to the road surface using the epoxy / adhesive and the procedure recomended by the manufacturer no nails shall be used to affix the markers so cubes capable of that they donot pose safety hazard on the road. the contractor shall submit a two year replacement warranty for satisfactory field performace including stipulated retro reflectance of the reflecting panel.

Retro- reflectorised Traffic signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2012 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4mm and aluminum skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 10yeras warranty for retro reflecting sheeting to be provided from the original sheeting manufacture as per clause 6.9 of IRC:67:2012 & certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC:67:2012 for the product offered shall be submitted by the contrtactor

60 cm equilateral triangle

60 cm circular

60 cm x 45 cm rectangular

60 cm x 60 cm square

Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 2012 made of high intensity Micro- Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with minimum two number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 10years warranty for retro reflection sheeting to be provided from the original sheeting manufacturer as per clause 6.9 of IRC;67:2012 & a certified copy for 3 years for outdoor exposure report from independent test lab as per IRC 67:2012 for the product offered shall be submited by the contractor

Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 made of high intensity Micro- Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with minimum two number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 7 years warranty for retro reflection sheeting to be provided from the original sheeting manufacturer as per clause 6.9 of IRC;67:2012 & a certified copy for 3 years for outdoor exposure report from independent test lab as per IRC 67:2012 for the product offered shall be submited by the contractor

Road marking with Hot applied Thermoplastic compound with retroreflectrrizing glass beeds on bituminous surface. Providing and applying (cleaning of bitminous surface) thermoplastic compound having composition of binder (Regin) minimum 18%, titanium dioxide minimum 10% and intermixed glass beed, minimum 30% of brand like Asian, burger, or equivalent make of 2.5mm thick including dropdown reflectorizing, glass beeds @ 250 gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beeds as per IRC:35. The finished surface to be level, uniform and free from straks and holes, all complete as per clause 803 of specifications

Road Median Kerb: Providing and laying at or near ground level factory made kerb stoneof M-25 grade cement concrete in position to the required line, leveland curvature, jointed with cement mortar 1:3 (1 cement: 3 coarsesand), including making joints with or without grooves (thickness ofjoints except at sharp curve shall not to more than 5mm), including PCC & making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). Median, Footpath

Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar ncluding ruled pointing etc. complete as per direction of engineer-in-charge.

MPPWD 2022

Cutting of Trees, including Cutting of Trunks, Branches and Removal Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit..

Girth from 300 mm to 600 mm

Girth from 600 mm to 900 mm

Girth from 900 mm to 1800 mm

Girth above 1800 mm

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevant clauses of section-300 of specification.

Excavation in ordinaory rock using hydraulic Excavator and Tippers with disposal upto 1000meters Excavation in roadway for roadway in ordinary rock with hydraulic Excavator including cutting and loading in tippers, transporting to embankment site with in all lifts and lead upto 100m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per releavent clauses of section 300 of specification

Ordinary rock

Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications.

Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.

0.25 kg per sqm (normal bituminous surfaces)

Providing and laying Dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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 clause 505 of specification complete in all respects. a (II)Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor. Grading II (19mm nominal size) bitumen content 4.5% with bitumen 60/70 (VG 30)

Providing and laying Bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 clause 507 of specification. a(iv)-Using Batch Mix Plant of appropriate capacity and Paver Finisher Hydraustatic with Sensor control. for Grading-II (30-40 mm thickness ) with 60/70 bitumen(VG-30)

Road Markers/Road Stud with Lense Reflector Providing and fixing single mound twin shank molded road markers / Road studmade of poly carbonate or ABS body and shall support a load of 13635 KG tested in accodance to ASTM D 4280 and complying to specifications of section 5 of IRC-35-2015 and clause 804.2.2 Of MORT&H Specification and section 5 of IRC 35-201. the reflecting panel shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face . the slope or retro reflecting surface should be 35+5 degree to base the reflective marker shall be fixed to the road surface using the epoxy / adhesive and the procedure recomended by the manufacturer no nails shall be used to affix the markers so cubes capable of that they donot pose safety hazard on the road. the contractor shall submit a two year replacement warranty for satisfactory field performace including stipulated retro reflectance of the reflecting panel.

Retro- reflectorised Traffic signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2012 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4mm and aluminum skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 10yeras warranty for retro reflecting sheeting to be provided from the original sheeting manufacture as per clause 6.9 of IRC:67:2012 & certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC:67:2012 for the product offered shall be submitted by the contrtactor

60 cm equilateral triangle

60 cm circular

60 cm x 45 cm rectangular

60 cm x 60 cm square

Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 2012 made of high intensity Micro- Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with minimum two number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 10years warranty for retro reflection sheeting to be provided from the original sheeting manufacturer as per clause 6.9 of IRC;67:2012 & a certified copy for 3 years for outdoor exposure report from independent test lab as per IRC 67:2012 for the product offered shall be submited by the contractor

Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 made of high intensity Micro- Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with minimum two number breakaway bolts & supported with a back support frame of 25mmx25mmx3mm angle. 7 years warranty for retro reflection sheeting to be provided from the original sheeting manufacturer as per clause 6.9 of IRC;67:2012 & a certified copy for 3 years for outdoor exposure report from independent test lab as per IRC 67:2012 for the product offered shall be submited by the contractor

Road marking with Hot applied Thermoplastic compound with retroreflectrrizing glass beeds on bituminous surface. Providing and applying (cleaning of bitminous surface) thermoplastic compound having composition of binder (Regin) minimum 18%, titanium dioxide minimum 10% and intermixed glass beed, minimum 30% of brand like Asian, burger, or equivalent make of 2.5mm thick including dropdown reflectorizing, glass beeds @ 250 gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beeds as per IRC:35. The finished surface to be level, uniform and free from straks and holes, all complete as per clause 803 of specifications

Road Median Kerb: Providing and laying at or near ground level factory made kerb stoneof M-25 grade cement concrete in position to the required line, leveland curvature, jointed with cement mortar 1:3 (1 cement: 3 coarsesand), including making joints with or without grooves (thickness ofjoints except at sharp curve shall not to more than 5mm), including PCC & making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). Median, Footpath

Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar ncluding ruled pointing etc. complete as per direction of engineer-in-charge.