Reconstruction of 2x3x3 Box cell Culvert at Ch. 137.155 of NH-26 under state Plan for the year 2025-26

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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.

Sand and filing in Road work & foundation of structure as per approved Drawing & Technical Specifications and as per Section ·2100 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete.

P.C.C.M-15 Grade in foundation bed as levelling course using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section - 1700 & 2100 o

Plain cement concrete M-15 in foundation with crushed stone aggregates 20mm size technically mixed, placed in foundation and compacted including cost of all materials, labour, T&P etc. complete. (Below Bed) complete as per Drawing and Technical ecifications.

R.C.C. M-25 grade with formwork using 20mm to 10mm tizo crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all loads and lifts as per approved Drawing & Technical Specifications and as per Section .1500, 1700 & 2100o1MoRT&H Spocifications for Road & Bridge works (5th Revision) including cost, conveyance, royalty & other taxes of materials, cost of labour, machinery, T&P etc complete a)For Foundation

b) Sub-Structure

c) Super structure

Supplying fitting and fixing HYSD bars reinforcement in foundation, substructure and superstructures as per drawing and technical specifications as per section 1600 of MORT&H specifcation and direction of the Engineer-in-charge

Providing and laying of Filter media with stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall a)For Foundation

Providing & fixing in position RCC Crash barier monolithic with siab M-40 grade as per approved drawing and technical specifications as per clause 809, section 800 & 1000 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete as per direction of Engineer-ln-Charge.

Gravel backing to revetments as per approved Drawing & Technical Specifications and as per Section 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc completeas per direction of Engineer-ln-Charge.

Rough stone dy packing on Aprons and Revetments with hard granite stone of above,. 03um including cost, conveyance royality of all materials and labour charges etc.complete as ver direction of Engineer-ln-Charge.

Providing weep holes in brick masonry / plain or RCC abutment, wing wall and return wall with 100mm dia AC pipe extending through the full width of structure with slope of 1V : 20H towards draining face complete as per drawing and technical specification as per clause no.2706 of MoRT&H specification and direction of the EIC

R.C.C. M-30 grade in wearing coat including steel of C.D. work with form work using 20mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section -1500, 1600, 1700 & 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete

Providing, Fiting & Fixing of Drainage Spouts in Deck slab as per approved Drawing &.Technical Specifications and as per Section 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance & other taxes of materials, cost of labour, T&P etc complete.

Painting on concrete surface with two coats of water bound cement paint to unplaster concrete surface of approved shade for finished item of work including cost, conveyance &other taxes of materials, cost of labour, T&.P etc complete as per the direction of the Engineer in charge

Approach and Diversion Road Cleaning and grubbing road land including uprooting vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness

Construction of embankment with approved materials deposited at site from roadway cuting and excavation from drains and foundation of other structures and compacted 1o meet requirement of table 300.2.etc complete as per the direction of the Engineer in charge

Loosening, leveling and Compacing original ground supporting embankment to faclitate placement of first layer of embankment, scaifed to a depth of 150 mm, mixed with water at OMC and then compacted by roling so as 10achieve minimum dry density.

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoRT&H Specifications for Road & Bridge works(5th Revision)

Construcion of Granular Sub-Base by providing Grading-VI maternial, spreading in unitorm layers with motor grader on prepared surface, mixing by mix in place method with rotavalor at OMC, and compacing with vibratory roller to achieve the desired density, complete as per clause 401 as per the direction of the Engineer in charge

providing, laying, spreading and compacting graded stone aggregate to wet mix macadam speciication includino oremixing the Material with water at ONC in mechanical mix plant carriage of mixed Material by tipper to site laving in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per approved Drawing & Technical Specifications and as per Clause -406 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance royality & other taxes of materials, cost of labour, machinery, T&P etc complele as per the direction of the Engineer in charge

Scariying the existing biuminous road surface to a depth of 50 mm and disposal of scaried material vith in all its and lead ypto 1000 metres as per Techmical Specifications and as per Clause 305.4.3 of MORT&H Speciicetions for Road & Bidge works (5th Revision)

Re-working of scariied bituminous surface suitably after supplementng base materials with sand and compacting inished surface as per Techrical Specicatlions and as per Clause'. 501.8.3.2 of MORT&H Specifications for Road & Bnidge works (Sth Revision) including cost, conveyance, royalty & other taxes of materials, cost oflabour, machinery, T&P etc complete as per the direction of the Engineer in charge

Providing and Applying Pimer Coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning the road surface and spreading primer @ 0.6Okg per sgm using mechanical means as per Tecnical Specifications and as per Clause -501& 502 of MoRT&H Specications for Road & Bridge works (5th Revision) including cost, conveyance & other taxes of materials, cost of labour, machinery, T&P etc complete as per the direction of the Engineer in charge.

Provicding Tack coat on prepared bituminous surface with bitumen emulsion (RS) and spreacing @ 0.20kg per sgm using mechanical means as per Technical Specifications and as per Clause -501 & 503 of MORT&H Specifications for Road & Bridge works (5th Revision) inclucing cost, conveyance & other taxes of materials, cost of labour, machinery, T&P etc complete as per the direction of the Engineer in charge

Providing 50mm compacted thick Bituminous Macadam of grading -2 using crushed stone Gr-2 materials & 60/70 penetration grade of bitumen preparing preemixed materials with bituninous binder with hot mix plant, transported to site, laid over a previously prepared surace with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 504 of MORT&H Specilications for Road &.Bidge works (5th Revision) including cost, conveyance, royaity & other taxes of materials, cost of labour, machinery, T&P etc complete as per the direction of the Engineer in charge

Providing & laying Dence graded Bituminous Macadam of grading -2 using crushed stone Gr.2 malerials & 60/70penelration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 505 of MORT&H Specifications for Road &Bridge works (5th Revision) including cost, conveyance, royaliy & other taxes of materials, cost of labour machinery, T&P etc complete as per the direction of the Engineer in charge

Providing 25mm compacted thick S.D.B.C, of grading -2 using crushed stone Gr-2 malerials & 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to sitle, laid over a previously prepered surtace vith paver inisher to he required grade, level and alignment and roled to achieve the desired compecion as per clauses 501 and 508 of MORT&H Speclications for Road &Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour machinery, T&P etc complete as per the direction of the Engineer in charge

Providing & laying Bituminous Concrete of grading -2 using crushed stone Gr-2 materials & CRMB-55 grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 507 of MORT&H Specications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete as per the direction of the Engineer in charge

Providing compacted granular materials in shoulder by using moorum having required P.I, value with sand admixture if required, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting wvith vibratory roller to achieve the desired density, as per approved Drawing & Technical Specifications and as per Clause -407 of MoRT&H Specifications for Road &Bridge works (5th Revision) inclucing cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete as per the direction of the Engineer in charge.

Supplying Fiting Fixing of 15 cm dia 1.5mt long guard posts of RCC 1:2:4 using 3.5 kg of stel for each guard post with BHG chips including cost of all reinforcement material centering shuttering etc complete as per the direction of the Engineer in charge.

Providing and laying of hot applied thermopilastic compound 2.5 mm thick including reilectorising glass beads @250 gms per sgm area, thickness of 2.5 mm is exclusive of surfac applied glass beads as per IRC:35.The finished surtace to be leveletc complete as per the direction of the Engineer in charge.

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 2mm thick aluminium sheeting, 3mm/4mm thick Aluminum composite material sheet depending on the size of the sign fixed over back support frame of min 25x25x3mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thicknness 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. Mandatory Sign Boards (a) 80cmx60cm size Rectangular(Infornatory)

(b) Route Marker Sign(45cmx60cm)

Cautionery Sign Boards (a) 90cm size Equilateral Tringle

(b) 60cm size Circular

(c) 90cm high octagon

(d) Hazard Marker(30cmx 90cm)

(e) Double Chevron(60cm x155cm) in curves

Earth work in excavation in hard soil for foundation of structure as per approved Drawing & Technical Specifications and as per Clause ·301 & 304 of MoSRT&H Specifications for Road & Each Bridge works (Latest Revision) etc complete as per the direction of the Engineer in charge.

Sand filing in Road work & foundation of structure as per approved Drawing & Technical Specifications and as per Section - 2100 of MoSRT&H Specifications for Road & Bridge works Each (Latest Revision) etc complete as per the direction of the Engineer in charge.

P.C.C.M-15 Grade in foundation bed with frame work using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in-layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section -1700 & 2100 of MoSRT&H Each Specifications for Road & Bridge works (Latest Revision) etc complete as per the direction of the Engineer in charge.

P.C.C.M-15 Grade in foundation bed with frame work using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in-layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section -1700 & 2100 of MoSRT&H Each Specifications for Road & Bridge works (Latest Revision) etc complete as per the direction of the Engineer in charg

Laying of NP-4 Hume Pipe of 1200mm dia. for pipe culverts as per approved Drawing & Technical Specifications and as per Section -2900 of MoSRT&H Specifications for Road & Bridge Works(Latest Revision) etc complete as per the direction of the Engineer in charge.

P.C.C.M-15 Grade in Substructure of CD work using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer laying in layers and compacting by vibrator & all leads and lifts inciuding frame works etc as per approved Drawing & Technical Specifications and as per Section -1500, 1700, 2100 & 2200 of MoSRT&H Specifications for Road & Bridge works (Latest Revision) etc complete as per the direction of the Engineer in charge.

Removing of Hume pipes of above 600mm to 900mm dia and stacking within a lead of 1000m etc.complete as per Clause -202of MoRT&H Specifications for Road & Bridge works (5th Revision) etc

complete as per the direction of the Engineer in charge.

Dismantling cement concrete of M-15 and M-20 including T&P and scaffolding wherever necessary, sorting the dismantled materials disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m etc.complete as per Clause -202 of MORT&H Specifications for Each Road & Bridge works (5th Revision) etc complete as per the direction of the Engineer in charge.