NIT NO:1089/TC/2025-26

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant clauses of section- 200. (A) In area of light jungle

Excavation in Soil (by Mechanical Means.)Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to mbankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300.

Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. with RCC M-20

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications

Granular Sub-base as per table 400-1 Construction of granular sub-base by providing graded Material, carriage of mixed Material to work site, preading in uniform layerswith motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 (A) Plant mix method (with Mechanically crushed stone only) (b) For Sub-base cum drainage layer or upper sub-base with (i) for grading-v material

Retro- reflectrorized Traffic signs (Providing and fixing of retro- reflectrorized cautionary, mandatory and informatory sign as per IRC :67 2012 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, of requierd thickness supported on a mild steel frame of size 40 x 40 x 5 mm and 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 M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and painintng all component of the signs and supports as per clause 7.2 of irc 67: 2012) (C) made of class A High Intensity Super Engineering Grade Sheeting of TYPE II(for ODR and village road) (a) with aluminum sheeting of 2.0 mm thickness (i) 900 mm equilateral traingle

(iii) 900 mm high octagon

Retro- reflectrorized Traffic signs (Providing and fixing of retro- reflectrorized cautionary, mandatory and informatory sign as per IRC :67 2012 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, of requierd thickness supported on a mild steel frame of size 40 x 40 x 5 mm and 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 M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and painintng all component of the signs and supports as per clause 7.2 of irc 67: 2012) (C) made of class A High Intensity Super Engineering Grade Sheeting of TYPE II(for ODR and village road) (b) with aluminum sheeting of 1.5 mm thickness (ii) 600mm circuler

(iii) 500 X 600 mm rectangular

Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorized sign as per IRC:672012 made ofretro reflective type sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area not exceeding 0.9 sqm and fixed on a mild steel back frameof ISA 40x40x5mm,supported on a mild steel single angle iron post of size 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) (C) made of class A High Intensity micro prismate grade sheeting of type I (for ODR and village road)

Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorized sign asper IRC :67-2012 made of retro- reflectorized type sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9 sqm fixed on a mild steel frame of size 40 x 40 x 5 mm supported on 2 Nos 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 M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) (C) made of class A High Intensity micro prismate grade sheeting of type I (for ODR and village road)

Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminum alloy sheet reflectorized with high intensity retro-reflective sheeting of CLASS C Micro prismatic grade of type IX with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.6 over a designed support system of aluminum alloy or galvanized steel trestles and trusses of sections and type as per structural design requirements and approved plans) (A) Truss and Vertical Support

Aluminum alloy plate for over head sign

Painting on Concrete Surfaces Two coats on new surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces).

Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting & printing etc) (ii) Ordinary Kilometer Stone (precast)

(iii) Hectometer Stone (precast)

Providing & Fixing Delineator made of M.S. Hollow Rectangular Pipe (Conforming to IS:4923) of cross section 96mmx 48mm of 1.20 meter length. The top of the hollow pipe, welded and closed with 16 gauge M.S. Sheet. The height of the Delineator above ground level should be between 0.8 meter and 1.0 meter. The bottom of the delineator should be provided with holdfast of length 15 cm on each side. Delineator should be painted with coat of Zinc Chromate stoving Prime and two coats of BIack Stove Enamel (Oven Baked) paint with 3nos. 15 cm bands of white Retro- Reflective Sheeting Of Engineering Grade pasted around the pipe and 2 Nos. High intensity Grade Retro Reflective Sheeting of size 8 cm X 10cm pasted on the top of each side of Delineator and treated With HLVA & fixing the same in M-15 grade concrete block of size 30X3OX3Ocms including transportation etc. complete. The construction and placement of the delineator must be asperlRC:79

Providing & Fixing Hazard Marker Type-2 Partial Retro Reflective Size 0.30 x 0.90M made of 16 gauge (1.6 mm) thick mild steel sheet Confirming to IS:2062 Painted with one cast of Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (Oven Baked) paint with 10 cm bands of yellow Retro- Reflective Sheeting of Engineering Grade pasted a per IRC:79 including one MS angle Iron post of size 50x50x5 mm of 1.65 meter long duly painted with synthetic enameled paint block including bolts and fixing the same in M-15 concrete black of size 30x30x30cm, including transportation etc. Complete.

Providing and laying Reinforced ement Concrete pipe NP 3 / prestressed concrete pipe on first class bedding. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets). (B) 600 mm dia

Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) (B) 600 mm dia

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 upto 1000 meters and as per relevant clauses of section-200 in Lime / Cement Concrete Cement Concrete Grade M-15 & M-20

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