Tender Notice No 14 2025 26 CMDP DO dt 13.01.2026

Clearing and Grubbing road land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of servicable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness). as per relavant MORT&H clause 201 (Road Data W -003)

Earth work Excavation in all classes of soil and transporting the soil, with all leads and lifts as per SS20B including cost of all labour, equipments and all incidental charges such as baling our water ,providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification MORT&H clause 300 for Foundation of Retaining wall on Approaches

Plain cement concrete M15 using 20 mm ISS HBG graded metal, including Cost and Conveyance of all materials to site and cost of cement at site including portable water, labour charges for mixing, transporting, laying compacting,curing concrete, Tools and Plants and incidental charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for LEVELLING COURSE below Retaining walls as per Section 1700 & 2100 of MORT&H Specification (Fifth Rev).

Vibrated Reinforced cement concrete M35(Design Mix) using 20mm ISS Graded HBG graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of formwork, portable water, labour charges for mixing, transporting, laying curing concrete, working at depths, hire charges for tools and plants including all other incidental Charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for Retaining Wall Foundation as per Section 1500, 1700 & 2100 of MORT&H Specifications (Fifth Rev)

Vibrated Reinforced cement concrete M35(Design Mix) using 20mm ISS Graded HBG graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of formwork, portable water,Precast Charges, labour charges for mixing, transporting, laying curing concrete, working at depths, hire charges for tools and plants including all other incidental Charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for For the Center Portion Retaining Wall Foundation and Stem (Below Ground Level) as precast as per Section 1500, 1700 & 2100 of MORT&H Specifications (Fifth Rev)

Vibrated Reinforced cement concrete M35(Design Mix) using 20mm ISS Graded HBG graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of formwork, portable water, labour charges for mixing, transporting, laying curing concrete, working at depths, hire charges for tools and plants including all other incidental Charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for Retaining Wall Stem as per Section 1500 1700 & 2100 of MORT&H Specifications (Fifth Rev)

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all lead sand lifts as per SS20 B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for making up low berms with conveyance for widening including Compaction.

Forming Embankment using available earth having CBR minimum 6% including cost and conveyance of earth from any source to site, spreading the earth uniformly to the entire embankment formation in layers of not exceeding 250 mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 95 % - 97 % Proctor density upto sub grade level and shoulders keeping the moisture content of earth at the time of compaction within the range of 1% above and 2% below the OMC determined and plasticity index value of not more than 20 and liquid limit not greater than 40 in accordance with IS 2720 using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades ,sections as directed by the departmental officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power roller etc complete as per Standard Specification & Clause 305 of MORT&H Specifications (Fifth Rev) for Approach and Widening Portion

Providing, Laying,Spreading Compacting the graded stone aggregates for Granular Sub Base course including the premixing the materials with water at OMC in machaical mix plant conveyance of mixed materials by tipper to site laying in uniform layers using pavers in sub base course on well prepard surface with the compacting with vibratory roller to acheive the desire density including cost of materials labour charges rentals for machinary fuel and all other incidental charges. etc., as per clause 406 of morth rev-5 Grade III

Providing, Laying,Spreading Compacting the graded stone aggregates for Granular Sub Base course including the premixing the materials with water at OMC in machaical mix plant conveyance of mixed materials by tipper to site laying in uniform layers using pavers in sub base course on well prepard surface with the compacting with vibratory roller to acheive the desire density including cost of materials labour charges rentals for machinary fuel and all other incidental charges. etc., as per clause 406 of morth rev-5 Grade V

Providing, Laying,Spreading Compacting the graded stone aggregates for Wet Mix Macadam 250mm thick including the premixing the materials with water at OMC in machaical mix plant conveyance of mixed materials by tipper to site laying in uniform layers using pavers in sub base course or sub base on well prepard surface with the compacting with vibratory roller to acheive the desire density including cost of materials labour charges rentals for machinary fuel and all other incidental charges. etc., as per clause 406 of morth rev-5 Carriage way.

Providing and laying Prime Coat over WMM surface using 7kg of Emulsion Bitumen(SSI) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 502 of MORT&H Rev-5 for Carriage way.

Providing and laying Tack coat over WMM/WBM surface (treated with primer) using 2.50Kg of bitumen Emulsion (RS-1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 503 of MORT&H Rev-5 for Carriage way

Providing and Laying Tack coat over existing BT surface using 2.0 Kgs of Bitumen emulsion for 10 sq.m area including cost and conveyance of Bitumen emulsion binder including labour charges for preparing the surface and applying the required quantity as tack coat by bitumen sprayer etc, complete as per clause 503 of MORT &H specifications for Carriage way.

Milling the existing bituminous road surface to a depth of 50 mm - 70mm depth using milling machine, conveying the Milled waste materials to an average distance including hire and running charges for the machine, conveyance charges, unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all other incidental and unforeseen item etc. complete as per relevant MORT&H Clause 501.

Providing and Laying Dense Bituminous Macadam (DBM) Gr-II of 50 mm consolidated thick 0.40 cum of 37.50- 13.20mm, 0.35 cum of 13.20-2.36mm and 0.36 cum of 2.36mm & below size IRC metal with 71.30 Kgs of VG40 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temerature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 75mm with mechanical paver hydrostatic (more than 5m width) to the specified grades and cross section and consolidated by 8-10 tonne Vibratory / Pneumatic roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper, trucks, paver Finisher / 9m paver finisher, Vibratory Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per Clause 505 of MORT&H Rev-5 for Carriage way.

Providing and Laying Dense Bituminous Macadam (DBM) Gr-I of 75 mm consolidated thick 0.40 cum of 37.50- 13.20mm, 0.35 cum of 13.20-2.36mm and 0.36 cum of 2.36mm & below size IRC metal with 71.30 Kgs of VG40 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temerature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 75mm with mechanical paver hydrostatic (more than 5m width) to the specified grades and cross section and consolidated by 8-10 tonne Vibratory / Pneumatic roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper, trucks, paver Finisher / 9m paver finisher, Vibratory Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per Clause 505 of MORT&H Rev-5 for Carriage way. Grade - I

Providing and laying Bituminous Concrete (Gr -II) 40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30 Kgs of VG40 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temerature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross section and consolidated by 8-10 tonne Vibratory / Pneumatic roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper, trucks, with mechanical paver hydrostatic (more than 5m width) paver Finisher / 9m paver finisher, Vibratory Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per Clause 507 of MORT&H Rev-5 for Carriage way. Grade -II

Earth work Excavation in all classes of soil and transporting the soil, with all leads and lifts as per SS20B including cost of all labour, equipments and all incidental charges such as baling our water ,providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification MORT&H clause 300 for Drain, Kerb, Center Medain and Foot Path

Plain cement concrete M15 using 20 mm ISS HBG graded metal, including Cost and Conveyance of all materials to site and cost of cement at site including portable water, labour charges for mixing, transporting, laying compacting,curing concrete, Tools and Plants and incidental charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for LEVELLING COURSE below Drain, Kerb, Center Median as per Section 1700 & 2100 of MORT&H Specification (Fifth Rev).

Vibrated reinforced cement concrete M40(Design mix) using 20mm ISS graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of form work centering soft water, labour charges for mixing, transporting, placing in position vibrating and compacting laying and curing concrete,hire charges for tools and plants, including all other incidental charges, etc., as per Clause 811, 1500, 1700 & 2100 of MORT&H specification complete for Median Crash Barrier.

Vibrated reinforced cement concrete M40(Design mix) using 20mm ISS graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of form work centering soft water, labour charges for mixing, transporting, placing in position vibrating and compacting laying and curing concrete,hire charges for tools and plants, including all other incidental charges, etc., as per Clause 811, 1500, 1700 & 2100 of MORT&H specification complete for Crash Barrier over Retaining Wall and Drain.

Vibrated reinforced cement concrete M30 (Design mix) using 20mm ISS graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including soft water, labour charges for mixing, transporting, laying, curing concrete, Working at depths, hire charges for tools and plants, including all other incidental charges, etc., as per Clause 1500, 1700 & 2100 complete for Drain and Collection Chamber Soffit Slab, Body Walls and Cover Slab.

Supply and fabrication of Fe-550 D grade steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over lapping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges , etc., complete as per Section 1600 of MORT&H Specifications (Fifth Revision).

Wrought iron and mild steel welded work using Grating Frames at 5m interval including cost of screens and welding rods or bolts, nuts complete including fixing in position and the cost of excavation and concrete.

Vibrated reinforced cement concrete M30 (Design mix) using 20mm ISS graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including soft water, labour charges for mixing, transporting, laying, curing concrete, Working at depths, hire charges for tools and plants, including all other incidental charges, etc., as per Clause 1500, 1700 & 2100 complete for Drain Precast Cover Slab (Instead of Manhole)

Vibrated reinforcement cement concrete M20 using 20mm ISS graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including soft water, labour charges for mixing, transporting, laying, curing concrete, Working at depths, hire charges for tools and plants, including all other incidental charges, etc., complete as per MORT&H Clause 1500, 1700 & 2100 for Non Mountablekerb .

Plain cement concrete M20 using 20mm ISS graded metal including cost and conveyance of all materials and cost of cement to site , including soft water, labour charges for mixing, transporting, laying, curing concrete, Working at depths, hire charges for tools and plants, including all other incidental charges, etc., complete as per MORT&H Clause 1500, 1700 & 2100 for Kerb for Footpath and Retaining wall

Providing Ceramic flooring tiles with new CC prepolished tiles like dora tiles Eurocon tiles, Endura etc., of 20mm thick of approved quality and set in CM 1:3 20mm thick using river sand and pointing with colour cement using of the rate of 40Kg/m2 and mixing with red oxide powder using at the rate of 0.30 Kg/m2 including finishing neatly complying with standard specification and as directed by the departmental officers etc.,For Footpath

Sub Estimate- I

Providing and applying primer and two coats of 100% Acrylic breathable, Anti-carbonation, Waterproof, Heat insulating ,Decorative exterior coating of approved shade after applying a primer coat of same material and apply two coats of Mix 1 Ltr with 400 - 500 ml water , it shall be applied as per manufacture specification. Acrylic paint shall be spray/brush/roller applied and shall conform to the following properties. Carbon dioxide diffusion equivalent air layer thickness (DIN EN 1062 -6) >100 m; Carbon dioxide diffusion resistance coefficient (DIN EN 1062 -6) >105 m; Elongation of cured film shall be as per ASTMD 2370/98 > 400% ; Chloride Iron Diffusion (ASTM C 1202) = Zero Penetration; Adhesion to concrete (ASTM D 4541) >2 N /mm2; Solar Reflective Index (ASTM E 1980 -11, EN 673:2011, EN 410:2011) >104. The inter - coat gap to be 24 hours. The rate shall include coplete treatment mentioned above and shoud not be less than DFT 200 -225 Microns for primer and two coats as per relevant MORT&H specification Clauses 1906,2808

One coat of primer and Two coats of colour painting with alternate strips of White /Yellow and Black colour with enamel paint and as directed by the departmental officers including cost of material and labour scaffolding charges, water, labour charges for providing scaffolding at different height for complete for Crash Barrier inner (Zebra Strip Painting) as per relevant MORT&H specification Clauses 1906

Sub Estimate- II

a)90 cm Equilateral Triangle

b)60 cm Equilateral Triangle

c)60 cm circular

d)60 cm x 45 cm rectangular

Direction and Place Identification Signs - Type - IV Providing and erecting of Direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 -09, specification and fixed over 2mm thickAluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H Specification No.801)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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 etc complete as per MORT&H specification No.803

Road Markers/Road Stud with Lens Reflector Providing and fixing reflective road studs of 'category A' Raised pavement markers made out of poly carbonate / methyl methercrylate/ ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/ 10/ 97-DO.III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 + /- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 + / - 2mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MORT&H specification 804 etc., complete

Hazard Marker Traffic Signs - Type-IV Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 -09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H Specification No.801)

Rigid Median Marker Providing fixing of Median marker double sided made of polycarbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the poly carbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length 15 cm height and width of 10 x 10 cm. The median marker shall have fluorescent yellow retro - reflective sheeting confirming to Tpe XI specifications as per ASTM D 4-956.Area of reflective sheeting should not be less than 70 cm2 .Edge of retro reflective shall be concealed using a grill/ mesh/ similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification.

Sub Estimate III

Earth work Excavation in all classes of soil and transporting the soil, with all leads and lifts as per SS20B including cost of all labour, equipments and all incidental charges such as baling our water ,providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification MORT&H clause 300 for Retaining Wall.

Plain cement concrete M15 using 20 mm ISS HBG graded metal, including Cost and Conveyance of all materials to site and cost of cement at site including portable water, labour charges for mixing, transporting, laying compacting,curing concrete, Tools and Plants and incidental charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for LEVELLING COURSE below Retaining walls as per Section 1700 & 2100 of MORT&H Specification (Fifth Rev).

Vibrated Reinforced cement concrete M35 (Design Mix) using 20mm ISS Graded HBG graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of formwork, portable water, labour charges for mixing, transporting, laying curing concrete, working at depths, hire charges for tools and plants including all other incidental Charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for Retaining Wall Foundation as per Section 1500, 1700 & 2100 of MORT&H Specifications (Fifth Rev)

Vibrated Reinforced cement concrete M35 (Design Mix) using 20mm ISS Graded HBG graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of formwork, portable water, labour charges for mixing, transporting, laying curing concrete, working at depths, hire charges for tools and plants including all other incidental Charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for Retaining Wall Stem as per Section 1500 1700 & 2100 of MORT&H Specifications (Fifth Rev)

Supply and fabrication of Fe-550 D grade steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over lapping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges , etc., complete as per Section 1600 of MORT&H Specifications (Fifth Revision).

Forming Embankment using available earth having CBR minimum 6% including cost and conveyance of earth from any source to site, spreading the earth uniformly to the entire embankment formation in layers of not exceeding 250 mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 95% Proctor density upto sub grade level and shoulders keeping the moisture content of earth at the time of compaction within the range of 1% above and 2% below the OMC determined and plasticity index value of not more than 20 and liquid limit not greater than 40 in accordance with IS 2720 using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades ,sections as directed by the departmental officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power roller etc complete as per Standard Specification & Clause 305 of MORT&H Specifications (Fifth Rev) for Retaining wall

Providing FILTER MEDIA behind Abutment and Return walls for 600 mm thickness using filter material well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all labours and other incidental charges, etc complete as per Cl.710.1.4 & Appendix-6 of IRC: 78-2014.

Providing and fixing Class I PVC seepage pipes of dia 100mm of required lengths for abutments and return walls / Side Walls including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain from the backfill as per section 2706 of MORTH specification (Rev- V) (1m Spacing Verical and Horizontal)

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all lead sand lifts as per SS20 B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for making up low berms with conveyance . For widening including Compaction.

Construction of Granular Sub Base course of 170mm Gr-III compacted thickness with all lifts and leads all complete as per MORT&H specification Clause 401 confirmimg to table 400-1 & 400-2. Construction of Granular Sub-Base(GSB) in two layers by mechanically mixing well-graded materials, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller of 80 to 100 KN static weight and fine dressing to required grade and cross slope as shown in the drawing for Carriage way.

Construction of Granular Sub Base course of 100mm Gr-V compacted thickness with all lifts and leads all complete as per MORT&H specification Clause 401 confirmimg to table 400-1 & 400-2 Grading V.Construction of Granular Sub-Base(GSB) in two layers by mechanically mixing well-graded materials, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller of 80 to 100 KN static weight and fine dressing to required grade and cross slope as shown in the drawing for Carriage way.

Providing and laying Wet Mix Macadam Base Course of 250mm compacted thickness in two layers of 125 mm thick or else as specified on the prepared sub base withy graded stone aggregates and granular materials of quality size and grading placed in layers as specified, including mixing in base plant, spreading in uniform layer with motor grader and compaction with vibrating roller of 80 to 100 KN static weight and fine dressing to required grade and cross slope as shown in the drawing as per MORT&H specifications clause 406 for Carriage way.

Providing and laying Prime Coat over WMM surface using 7kg of Emulsion Bitumen(SSI) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 502 of MORT&H Rev-5 for Carriage way.

Providing and laying Tack coat over WMM/WBM surface (treated with primer) using 2.50Kg of bitumen Emulsion (RS-1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 503 of MORT&H Rev-5 for Carriage way

Providing and Laying Dense Bituminous Macadam (DBM) Gr-II with 50 mm consolidated thick 0.40 cum of 37.50- 13.20mm, 0.35 cum of 13.20-2.36mm and 0.36 cum of 2.36mm & below size IRC metal with 71.30 Kgs of VG40 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temerature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross section and consolidated by 8-10 tonne Vibratory / Pneumatic roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper, trucks, paver Finisher / 9m paver finisher, Vibratory Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per Clause 505 of MORT&H Rev-5 for Carriage way.

Providing and Laying Dense Bituminous Macadam (DBM) Gr-I with 75 mm consolidated thick 0.40 cum of 37.50- 13.20mm, 0.35 cum of 13.20-2.36mm and 0.36 cum of 2.36mm & below size IRC metal with 71.30 Kgs of VG40 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temerature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross section and consolidated by 8-10 tonne Vibratory / Pneumatic roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper, trucks, paver Finisher / 9m paver finisher, Vibratory Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per Clause 505 of MORT&H Rev-5 for Carriage way.

Providing and laying Bituminous Concrete 40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30 Kgs of VG40 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temerature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross section and consolidated by 8-10 tonne Vibratory / Pneumatic roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper, trucks, paver Finisher / 9m paver finisher, Vibratory Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per Clause 507 of MORT&H Rev-5 for Carriage way.

Metal Beam Crash Barrier Type - A, “W” Double Guard.Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70m high,comprising of 3mm thick wall “W” beams postsand spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550gms/ sqm,minimum 950mm above road/ ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer-in-charge

Basic cost of value put to tender as per estimate

Add GST at 18%

Total Value put to Tender

Quoted value

Final Quoted Value

Add GST at 18% of Final Quoted Value

Total Value of Contract Including 18% of GST