Public Works Department Tender

Construction of subgrade and earth shoulder with material deposited from roadway cutting --- Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300:2

Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300:2

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical specification clause 401. (Coarse Graded Material)

Construction of granular sub-base (By retained material available at site) at site, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical specification clause 401.

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.

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70kg/sqm using mechanical means.

Emulstion Treated Aggregate Base (ETA) (Wet Mix Macadam+Cement+Emulsion) As per Morth Second Revision 2019. Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mecahnical mix plant carriage of mixed material by tipper to site, laying with 1% OPC Cement and 3.5% Emulsion (SS-2) in uniform single layer on sub-base/subgrade and compacitng with the road roller to achieve the desired density,

Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP 120 TPH using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 4.5 per cent by weight of total 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 MoRTH specification clause No. 505 complete in all respects.

Providing and laying dense graded bituminous macadam with higher capacity batch type 120 TPH HMP using crushed aggregates (Retained Material from Dismantling of Road) of specified grading, premixed with bituminous binder (VG-30) @ 4.5 per cent by weight of total 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 MoRTH specification clause No. 505 complete in all respects.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 5.4 per cent 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 MORTH specification clause No. 507 complete in all respects

Providing & laying of 80 mm thick rubber moulded inter locking paver tiles incl. 30 mm thick fine sand cusion bed in proper slope & camber including all material, labour, T&P etc. required for proper completion of the work.

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 (Including Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)

Thermoplstic Paint - Providing and Laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes. Rates to be inclusive of all taxes, royalty, VAT etc. all T&P/machine, material and labour required for proper complition of work. In centre line, side line, stop line, Zebra line, etc.

Repeated Bars- Providing and Laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes. Rates to be inclusive of all taxes, royalty, VAT etc. all T&P/machine, material and labour required for proper complition of work. In centre line, side line, stop line, Zebra line, etc.

Providing & fixing, KM stone with complete Informetry sign including painting, writing letters etc complete as per direction of Engineer in charge.

Providing & fixing, Hectometer stone with complete Informetry sign including painting, writing letters etc complete as per direction of Engineer in charge.

Supply and fixing of raised pavement marker (Cats Eye) with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Impact Polystyrene) or Acrylonitrile Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280 complete as per MoRTH specification no 804 (8.35). (Without Shank)

Supply and fixing of welded builtup cantilever structure of 6 mtrs. Span comprising of one verticle post 6 M high made up of 300 mm N.B. (M) class MS pipe as vertical member welded with 10 mm MS plate at top and bottom for bearing and horizental frame comprising of 50 mm NB medium class main pipes and 40 mm class medium NB pipes bacing as per approved designed drawing with one coat of steel primer and two coats of synthetic enamel paints,(Including Trade Tax for work including cost of foundation work in 1:2:4 CC reinforced with approved design / drawing of the work and as per direction of Engineer Incharge .

Supply of fully Retro Reflective sign board made of 4 mm thick ACM sheet (Type 4 double side) face to be fully covered with high Intensity encapsulated lens long types as per colour required. The Retro reflective sheet shall be processed on base Aluminium will be provide with frame of 40 x 40 x 4 mm angle all around cross with proper clamping arranged of fix cantilever structure. The back of the aluminium sheet be powder coated.

Supply & Fixing of Delineator made of Micro Prismetic Retro Reflective Sheeting Duly Laminated on thin aluminium foil to a unique corrugated shape to provide Retro Reflection across observations & External Engles Each L.D.S. panel lenghth of 33 inch & ridge shall be approximate L.D.S. Panel is to be Firmaly Fixed on Existing M.S. Ray Weldingh as & When Required.

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67 upto date made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with PCC M-25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67 upto date. Legends , letters , numerals and borders etc should be as per MoRTH specification No-801.3.7 . Proof of the same in form of government report shall be uploaded while quoting tender. (Direction Plate 80 x 60 Rectangular)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67 upto date made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with PCC M-25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67 upto date. Legends , letters , numerals and borders etc should be as per MoRTH specification No-801.3.7 . Proof of the same in form of government report shall be uploaded while quoting tender. (30X90 cm (Left/Right) Object Hazard)

Sand Filling in Foundation trenches as per drawing and technical specification clause 305.3.9

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 grade M 10 (i) Nominal mix 1:3:6

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603,604,1202 & 1204 Brick masonry in 1:3 cement mortar

Pointing with Cement Mortar (1:3) on brickwork as per technical specification Clause MORD 613.3

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203VI. R.C.C grade M 25

Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and Technical Specification Clause 1002,1005,1010&1202

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specification Clauses 614,709,1204.3.7

Providing and laying of Filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Clause 1204.3.8

Part-B Maintenance of Concrete surface including Crack Sealing spot patching, restoration of rain cuts and dressing of side slopes / berms, making up of berms / shoulders, maintenance of drains, maintenance of culverts and cause ways, maintenance of guard rails and parapet, maintenance of road signs, speed breakers, standing trees adjacent to road wherever required. maintenance of 200m (hectometre stone) and kilometre stones, cutting of branches of trees, shrubs and trimming of grass and weeds etc., white washing of parapets including CD works, painting of guard stones, re-fidding of displaced guard stones (as per performance Index Annexure-2) mentioned in GO No. 17/2024/sa-113/23-1-2024-23-1099/113/2023 dated16.01.2024 & Enc Letter No. 3689/C-OPRMC/MUL-2023-24 dated 17.02.2024) (I) Maintenance of First Year (@ 0% of Total Work Amount of 1 to 34)

Part-B Maintenance of Concrete surface including Crack Sealing spot patching, restoration of rain cuts and dressing of side slopes / berms, making up of berms / shoulders, maintenance of drains, maintenance of culverts and cause ways, maintenance of guard rails and parapet, maintenance of road signs, speed breakers, standing trees adjacent to road wherever required. maintenance of 200m (hectometre stone) and kilometre stones, cutting of branches of trees, shrubs and trimming of grass and weeds etc., white washing of parapets including CD works, painting of guard stones, re-fidding of displaced guard stones (as per performance Index Annexure-2) mentioned in GO No. 17/2024/sa-113/23-1-2024-23-1099/113/2023 dated16.01.2024 & Enc Letter No. 3689/C-OPRMC/MUL-2023-24 dated 17.02.2024) (I) Maintenance of Second Year (@ 0.25% of Total Work Amount of 1 to 34)

Part-B Maintenance of Concrete surface including Crack Sealing spot patching, restoration of rain cuts and dressing of side slopes / berms, making up of berms / shoulders, maintenance of drains, maintenance of culverts and cause ways, maintenance of guard rails and parapet, maintenance of road signs, speed breakers, standing trees adjacent to road wherever required. maintenance of 200m (hectometre stone) and kilometre stones, cutting of branches of trees, shrubs and trimming of grass and weeds etc., white washing of parapets including CD works, painting of guard stones, re-fidding of displaced guard stones (as per performance Index Annexure-2) mentioned in GO No. 17/2024/sa-113/23-1-2024-23-1099/113/2023 dated16.01.2024 & Enc Letter No. 3689/C-OPRMC/MUL-2023-24 dated 17.02.2024) (I) Maintenance of Third Year (@ 0.50% of Total Work Amount of 1 to 34)

Part-B Maintenance of Concrete surface including Crack Sealing spot patching, restoration of rain cuts and dressing of side slopes / berms, making up of berms / shoulders, maintenance of drains, maintenance of culverts and cause ways, maintenance of guard rails and parapet, maintenance of road signs, speed breakers, standing trees adjacent to road wherever required. maintenance of 200m (hectometre stone) and kilometre stones, cutting of branches of trees, shrubs and trimming of grass and weeds etc., white washing of parapets including CD works, painting of guard stones, re-fidding of displaced guard stones (as per performance Index Annexure-2) mentioned in GO No. 17/2024/sa-113/23-1-2024-23-1099/113/2023 dated16.01.2024 & Enc Letter No. 3689/C-OPRMC/MUL-2023-24 dated 17.02.2024) (I) Maintenance of Fourth Year (@ 0.75% of Total Work Amount of 1 to 34)

Part-B Maintenance of Concrete surface including Crack Sealing spot patching, restoration of rain cuts and dressing of side slopes / berms, making up of berms / shoulders, maintenance of drains, maintenance of culverts and cause ways, maintenance of guard rails and parapet, maintenance of road signs, speed breakers, standing trees adjacent to road wherever required. maintenance of 200m (hectometre stone) and kilometre stones, cutting of branches of trees, shrubs and trimming of grass and weeds etc., white washing of parapets including CD works, painting of guard stones, re-fidding of displaced guard stones (as per performance Index Annexure-2) mentioned in GO No. 17/2024/sa-113/23-1-2024-23-1099/113/2023 dated16.01.2024 & Enc Letter No. 3689/C-OPRMC/MUL-2023-24 dated 17.02.2024) (I) Maintenance of Fifth Year (@ 1.00% of Total Work Amount of 1 to 34)