NIT NO: 1014/TC/2026-27

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 including all leads and lifts removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant clauses of section-200.clauses of section-200 for :- 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 embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300.

Excavation in Ordinary Rock by (Mechanical Means using Hydraulic Excavator Excavation in ordinary rock using hydraulic excavatro including loading in a tipper and carrying of excavatedmaterial to embankment site with in all lifts and leads as per relevant clauses of section 300.

Excavation in Hard Rock (blasting prohibited)) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, including taking the serviceable material by the contractor in his possession and loading in tipper and disposal of the unserviceable excavated material with in all leads & lifts as per relevant clauses of section 300.

Construction of Embankment with Material osited from Roadway Cutting (Construction of embankment with approved materials having C.B.R.>5 (unlessecified otherwise in the contract) deposited at site from adway cutting and excavation from drain and foundation of her structures graded and compacted to meet requirement of table 300-2)

Construction of RCC open drain Construction of RCC open drain with width 1.0m or 0.80 m (inside dimension) and average depth from inlet to outlet 1.0m or 0.8 m (maintaing slope as per site conditions) with 150 mm thick RCC M-25 walls, 150 mm thick RCC M-25 wallls, over 100 mm thick (Av.) levelling course in PCC M-15 including.excavation, dressing of sides and bottom, providing HYSD reinforcement consisting of 10 mm dia horizontal bars @ 150 mm c/c and U-shaped 10 mm dia bars @ 150 mm c/c including cutting,bending and binding wires, placing in position, providing shuttering and concreting by using cocrete mixer , compaction by vibration etc complete as per drawings and technical specifications. 0.80 m width x 0.80 m average depth

Providing and laying 15 cm (Average) thickness hammered dressed dry stone V-shaped road side surface drains as per MORT&Hs specifications with all leads and lifts complete (Refer to Manual for Hill Roads IRC:SP:48)

Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material,carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling andcompacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 Plant mix method (With Mechanically crushed stone only) For Sub-Base cum drainage layer or upper sub-base with Grading-III Material

Providing and fixing guard stones 200 x 200 x 900 mm made of precast RCC M20 grade fixed at 300 mm into the ground in P.C.C. 1:3:6 blocks of size 400 x 400 x 400 mm and given two coats of paint with white and black bands including excavation.

Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads ) with PCC M-10

with PCC M-15

Providing and laying Un-reinforced Cement Concrete without Dowel bars including formwork and expansion, contraction & longitudinal joints as per design and as per IRC-62, over a prepared base a per approved mix design and finising to lines and grade as per Drawing for Pavement thickness less than 200mm in Low Volume Roads. With Cement concrete grade M-30 and minimum cement content @ 375 kg/cum

Providing & Fixing Hazard Marker Partial Reflective hazard marker as per clause 15.66 of IRC 67-2022, made of 16 gauge (1.6 mm) thick mild steel sheet Confirming to IS: 2062 Painted with one coat of Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (Oven Baked) paint with 10 cm alternative bands of yellow Retro- Reflective Sheeting of Micro Prismatic Grade pasted as per IRC:79 and black paint, including back frame made of angle iron 25x25x3mm mounted over one MS angle Iron post of size 50X50X6 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 30X30X30 cm Including transportation etc. Complete Made of Class-B Micro Prismatic Grade Sheeting of Type XI (For MDR, ODR & Village Roads)

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

Hectometer stone (Precast)

Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per clause 807.

Providing & Fixing tree studs in Square/ Round shape of 4” side/diameter made of Grade-C retro-reflective sheeting of Type-XI fixed on 2 mm aluminum sheeting (Confirming to IS:736-Material Designation 24345 or 1900) as specified in section 801.3 of MORT&H and fixing the same with four Nos. high strength nails confirming to 1S:1367 on trees at site each.

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 x 75 x 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 co nform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3.3.

Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe on first class bedding Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe complying to IS:458, with ends casted as per the requirements of flush jointing of pipes for culverts on first class bedding of granular material including joints duely filled and finished with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets 600mm Dia

Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia complying to IS:458, across the road (new construction), extending from drain to drain in cuts and toe of slopes to toe of slopes in fills, excluding constructing head walls at ends, providing a fill of granular material over top and sides of RCC pipes, bedded on a 0.3 m thick layer of granular material free of rock pieces , outer to outer distance of pipes at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts , joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 and approved drawings. NP-3 Pipe. Single row for one utility service 300 mm dia

Excavation for Structures (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 and backfilling with approved material.) Ordinary Soil Upto 3m Depth

Sand Filling in Foundation Trenches as per Drawing & Technical Specification as per section 304.

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications as per section 1500,1700 & 2100. (A) Using batch type concrete mixer with integrated weigher. PCC Grade M15

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications as per section 1500,1700 & 2100. (A) Using batch type concrete mixer with integrated weigher. PCC Grade M20

Supplying, fitting and placing HSD (High Strength Deformed steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.

Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags). (A) Height upto 5m (a)Using batch type concrete mixer with integrated weigher. (ii)P.C.C. Grade M-20

Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags). (D) Height upto 5m (a)Using batch type concrete mixer with integrated weigher. (i)R.C.C. Grade M-20

Supplying, fitting and placing HSD (High Strength Deformed Steel) bars reinforcement in sub structure complete as per drawing and technical specifications section 1600 and 2200.

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 & Technical specifications section 2706 & 2200

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200 (i) Granular material

Providing and fixing in position tar paper bearing for slab as per approved drawing and specification

Furnishing and Placing Reinforced/Prestressed cement concrete in super structure as per drawing and Technical Specification sections 1500, 1600 and 1700 RCC Grade M30 For Solid Slab Super Structure Using batch type concrete mixer with integrated weigher. Height upto 5 m

Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications.

Providing and laying Cement concrete wearing coat M-35 grade including reinforcement of 8 mm diameter @ 150 mm c/c spacing in both ways for each 75 mm thickness of concrete complete as per drawing and Technical Specifications as per section 2700.

Filler Joint Providing & fixing 20 mm thick compressible fiber board ( 12 m long x 25 cm deep ) in expansion joint complete as per drawing & Technical Specification.

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