Widening and strengthening work of Dadon Sankara Road (Ch. 0.000 to 9.600)

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 within all lifts and lead upto 1000m as per MoRTH specification clause No. 301 As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Construction of embankment with approved materials 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 as per MoRTH specification clause No. 305 As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. as per MoRTH specification clause No. 305 (embankment).As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRTH specification clause No. 401 As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T

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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRTH specification clause No. 406 As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess Royalty ISTP and all other taxes but excluding G.S.T

Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per MoRTH specification clause No. 502 As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T (Including cost of Bitumen Emulsion SS2)

Providing and laying 55 mm Thick Dense graded Bituminous Macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (Bitumen 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 As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess Royalty ISTP and all other taxes but excluding G.S.T (Including cost of Bitumen)

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per MoRTH specification clause No. 503 As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T (Including cost of Bitumen)

Providing and laying 30 mm Thick bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Bitumen 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 As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess Royalty ISTP and all other taxes but excluding G.S.T (Including cost of Bitumen)

Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per MoRTH specification clause No. 202 As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T

Construction of un-reinforced, dowel jointed, plain cement concrete pavement (M-35) over a prepared sub base with approve grade ordinary portland cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH specification clause No. 602 As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess Royalty ISTP and all other taxes but excluding G.S.T

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Local earth) as per MoRTH specification clause No. 305 As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Carted earth 2 km as per MoRTH specification clause No. 305 As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres as per MoRTH specification clause No. 202 As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. As per Morth Clause 304B As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T

Sand Filling in Foundation Trenches as per Drawing & Technical Specification (As per Morth Sl.N. 15.03) as per MoRTH specification clause No. 304 As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess Royalty ISTP and all other taxes but excluding G.S.T

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (PCC Grade M15) As per Morth Clause 15.11 as per MoRTH specification clause No. 1500, 1700 & 2100 As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess Royalty ISTP and all other taxes but excluding G.S.T

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification As per Morth Clause 15.15 as per MoRTH specification clause No. 2700 As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess Royalty ISTP and all other taxes but excluding G.S.T

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (PCC Grade M20) as per MoRTH specification clause No. 1500, 1700 & 2100 As per Morth Clause 15.11 As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess Royalty ISTP and all other taxes but excluding G.S.T

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC Grade M25) as per MoRTH specification clause No. 1500, 1700 & 2100 As per Morth Clause 15.11€ As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess Royalty ISTP and all other taxes but excluding G.S.T

Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications. (RCC Grade M25). as per MoRTH specification clause No. 1500, 1700 & 2100 As per Morth Clause 15.12(B) As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess Royalty ISTP and all other taxes but excluding G.S.T

Reinforced cement concrete (M-30) approach slab including reinforcement and formwork complete as per drawing and Technical specification. as per MoRTH specification clause No. 1500, 1600, 1700 & 2704 As per Morth 15.16 As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess Royalty ISTP and all other taxes but excluding G.S.T

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. As per Morth Clause 15.13 as per MoRTH specification clause No. 1600 As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification (As per Morth Sl.N. 15.23) as per MoRTH specification clause No. 710.1.4. of irc 78 & 2200 As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess Royalty ISTP and all other taxes but excluding G.S.T

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. As per Morth Clause 15.18 as per MoRTH specification clause No. 2702 As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess Royalty ISTP and all other taxes but excluding G.S.T

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 face. Complete as per drawing and Technical Specifications (As per Morth Sl.N. 15.14) as per MoRTH specification clause No. 2706 & 2200 As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T

Drainage Spouts complete as per drawing and Technical specification (As per Morth Sl.N. 15.17) as per MoRTH specification clause No. 2705 As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T

Flexible Apron: Construction of flexible apron 750mm thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. (As per Morth Sl.N. 16.11) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Providing and laying Flooring complete as per drawing and Technical specifications laid over cement Concrete bedding. (As per Morth Sl.N. 16.08(A)) (Including 100 mm thick PCC M-15 Bed) as per MoRTH specification clause No. 2505 As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess Royalty ISTP and all other taxes but excluding G.S.T

Dewatering work of undergroung water as well as surface water with the help of diesel engine pumping set during earth work in excavation of foundation for laying lean concrete and brick work in foundation including cost of Boring charges @ 5 mtr c/c distance (or as required ), hire chargeg of pumping set, fuel charges, labour and other T&P including cost of operation as per requierment at site As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Carted earth 2 km as per MoRTH specification clause No. 305 As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T

Supply, Laying & Fixing NP-3 Hume Pipe 1000 mm dia As per SOR-CH-1 SI No. 31 As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T

Supply, laying and fixing of 350 mm dia NP3 class hume pipes in proper position in culverts As per SOR-CH-1 SI No. 31 As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (MoRTH Sl.No. 12.4) as per MoRTH specification clause No. 2100 As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess Royalty ISTP and all other taxes but excluding G.S.T

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M 20 as per MoRTH specification clause No. 1500, 1700 & 2100 As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess Royalty ISTP and all other taxes but excluding G.S.T

Hectometer Stone Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc. as per MoRTH specification clause No. 804 As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T

kilometer Stone (Ordinary) Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc. as per MoRTH specification clause No. 804 As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T

5th. kilometer Stone Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc. as per MoRTH specification clause No. 804 As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T

Type - A, "W": Metal Beam Crash Barrier Providing and erecting a "w metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150×75×5 mm spaced 2 m centre to centre, 1.8 m high. 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS: 1367 and 18:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150×75×5 mm, 330 mm long complete in all respect as per clause 810.( As per SOR Rates in Chapter 6 SI.No. 27) As per direction of Engineer Incharge & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T

12 m-15 m Span Over Head Structure with 300 dia MS two vertical post Supply, fixing & erection of built up Overhead Structure of 12M-15M span comprising of two vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm M S plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class M.S. pipe and 40 mm dia heavy M S pipe as bracing & 10 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC Foundation of size 0.90×0.90×1.50 m of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick Lean Concrete in 1:3:6 (cement coarse sand and 40 mm gauge stone ballast and RCC M-25 cement concrete including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering The lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67 2012 complete in all respect. The Rates shall include cost of design, fabrication, supply. transportations, Local shifting Erection of Signage structure using crane, inclusive of all taxes etc. all T&P machine, material and labour required for proper completion of work as per direction of Engineer-in charge. As per SOR (CH-6, Sl.-7) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

2.40 M Span over head Cantilever Structure with 150 dia MS one vertical post (Double side retro reflective sign boards) Supply, fixing & erection of built up Cantilever Structure 2.40 m span comprising of one vertical posts of 7.30 M height made up of 150 mm NB medium class MS pipe as vertical member welded with 10 mm MS plate at top & 10 mm MS plate at bottom. fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant and 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 i 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 67:2012. Legends , letters, numerals and borders etc should be as per MORTH specification No-801.3.7 . The work includes construction of RCC Foundation of size 0.60×0.60x1.20 m of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick Lean Concrete In 1:3:6 cement coarse sand and 40 mm gauge stone ballast. RCC M25 including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67 2012 complete in all respect The Rates shall include cost of design fabrication, supply, transportation, Local shifting Erection of Signage structure using crane, inclusive of all taxes etc. all T&P machine, material and labour required for proper completion of work as per direction of Engineer-in-charge.. As per SOR (CH-6, Sl.-29) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Retro-Reflective Sheeting type-XI with 4 mm thick ACM Double Side : Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminium skin aluminium composite panel face to be fully covered with High Intensity prismatic sheeting type IV as per IRC-67:2012 retro reflective sheeting with back frame MS angle of 35x35x5 mm. Legends, letters, numerals and borders etc should be as per MORTH specification No- 801.3.7 .The sheeting shall have a pressure - sensitive adhesive of the aggressive - lack type requiring no heat, solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacturer. The ACM (Aluminium Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Micro prismatic type IV Retro reflective sheeting confirming to ASTM D4956-09 shall be Pressure fixed. The Retro reflective sheeting shall be lested 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/Goverment 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 67:2012 & Proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge... As per SOR (CH-6, Sl.-13) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

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:35-2015 The finished surface to be level, uniform and free from streaks and holes. As per SOR (CH-6, Sl.-2) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Reflective Raised Pavement Markers (Cat Eye/Road Stud) Supply and fixing of raised pavement marker with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-impact Polystyrene) or Acrylonitrite Butadiene 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. The Reflective panels 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. Lenses shall be moulded of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+1- 5 degree to base and the area of each retro -reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name , trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. RPM As per SOR (CH-6, Sl.-5) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Routine Maintenance of road for 05 Years after the competion of work (Vide shasanadesh No. 17/2024/सा0-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & letter No. 36890C/RMC/Mool-23-24 Dated 17.02.2024 of ENC PWD. Rate Excluding of G.S.T.) 1-1st Year @ Nill

Routine Maintenance of road for 05 Years after the competion of work (Vide shasanadesh No. 17/2024/सा0-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & letter No. 36890C/RMC/Mool-23-24 Dated 17.02.2024 of ENC PWD. Rate Excluding of G.S.T.) 2nd Year @ 0.25%

Routine Maintenance of road for 05 Years after the competion of work (Vide shasanadesh No. 17/2024/सा0-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & letter No. 36890C/RMC/Mool-23-24 Dated 17.02.2024 of ENC PWD. Rate Excluding of G.S.T.) 3rd Year @ 0.50%

Routine Maintenance of road for 05 Years after the competion of work (Vide shasanadesh No. 17/2024/सा0-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & letter No. 36890C/RMC/Mool-23-24 Dated 17.02.2024 of ENC PWD. Rate Excluding of G.S.T.) 4th Year @ 0.75%

Routine Maintenance of road for 05 Years after the competion of work (Vide shasanadesh No. 17/2024/सा0-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & letter No. 36890C/RMC/Mool-23-24 Dated 17.02.2024 of ENC PWD. Rate Excluding of G.S.T.) 5th Year @ 1.00%