NIT No. 993/TC/25-26

2.4 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. A In area of light jungle Hectare 61253

13.7 Detailed survey of existing road including chaining, levelling, with cross sections at 25 m intervals and closing survey each day's work, fixing of bench marks, painting, taking trialpits and submission of road cross sections, L-sections , quantity statements and details of all cross drainage works in computerised prints in five copies in proper files and all types of compliance required by the Engineer-in -charge. Km. 14500.00

3.1* | Excavation in Soil (by Manual Means.) Excavation for roadway in soil using including loading in tipper for carrying of cut earth to embankment site and unloading with all leads & lifts as per relevant clauses of section 300. Cum. 237.00

3.14 Construction of Embankment/sub-grade with Material Deposited from Roadway Cutting Construction of embankment/sub-grade with approved materials having required C.B.R. for embankment/subgrade (unless specified otherwise in the contract) 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. Cum. 82.00

4.1 | 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 and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401. Plant mix method (with Mechanically crushed stone only) (a) For Sub-base cum drainage layer or upper sub-base with (i) | Grading- III Material Cum. 1568.00

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 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) (a) For Lower Sub-base with (ii) Grading-IV Material

6.4 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 Cum. 4748.00

4.6 Wet Mix Macadam 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 paver in subbase / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406. Cum. 1606.00

5.1 Prime coat Providing and applying primer coat with bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular base including clearing of road surface and spraying primer using mechanical means as per clause 502. (i) on WBM / WMM surface @0.85 kg/ sqm. Sqm. 77.00

5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to I8:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. (ii) Granular surface treated with primes @ 0.30 kg/ Sqm Sqm. 18.00

5.3 Bituminous Macadam Providing and laying bituminous macadam as per clause 504 with mixed prepared in minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, 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. B With mechanical paver finisher (ii) for Grading II (19 mm nominal maximum size aggregate, bitumen content 3.40%) Cum. 6190.00

5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, completed as per clause 508 II With mechanical paver finisher A With bitumen (ii) Type A (11.2 mm to 0.09 mm size aggregates ) Sqm. 158.00

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. A) | NP-3 Pipe (i) | Single row for one utility service 300 mm dia Meter 1117.00

9.8 | Plain cement concrete complete as per drawing and Technical Specifications (ii) PCC Grade M 20 Cum. 4255.00

3.19 Construction of RCC open drain (b) Construction of RCC open drain with width 0.60m or 0.45 m (inside dimension) and average depth from inlet to outlet 0.60m or 0.45 m (maintaing slope as per site conditions) with 120 mm thick RCC M-25 walls, 120 mm thick RCC M-25 bottom slab, over 100 mm course in PCC M-15 including excavation, dressing of sides and bottom, providing HYSD reinforcement consisting of 8 mm dia horizontal bars @ 150 mm c/c and U-shaped 8 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. (i) 0.60 m width x 0.60 m average depth Meter 3255.00

3.27 Construction of RCC drain/cover slab/chamber (ii) | 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 Cum. 4724.00

(iii) | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications. Cum. 65434.00

8.23 Kilo Meter Stone (Reinforced cement concrete Ml5grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (ii) Ordinary Kilometer stone (Precast) Each 1829.00

(iii) Hectometer stone (Precast) Each 523.00

4.18 | 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. Each 525.00

8.4 Retro- reflectrorized Traffic signs as per Clause 801 Providing and fixing of retro- reflectrorized cautionary, mandatory and informatory sign digitally printed over reflectrorized sheeting of required grade confirming to ASTM D 4956 including covering with transparent sheeting (lamination sheeting) to protect from fading and damage due to wheather effect as perClause 6 of IRC:67- 2022 made of retro-reflective type sheeting fixed over Aluminum/ Aluminium Composite Material (ACM) sheeting including application of fluorocarbon coating applied on exposed surface of aluminium to ensure corrosion resistance, supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45cm x 60cm, as per approved drawing and painting all exposed components of the signs and supports with primer and 2 coats of epoxy paint or powder coating and the part of post below ground shall be painted with 3 coats of redoxide paint as per clause 7.2 of IRC:67-2022. (Note: The details of manufacturer, type of sheeting, month and year of installation, project details and other details along with QR code as detailed in clause 13.2 and Annexure-VII of IRC:67-2022 shall be printed on back side of the sign board.) C Made of Class-A High Intensity Mirco Prismatic Engineering Grade Sheeting of Type I confirming to Table 6.3 of IRC:67-2022 (For ODR & Village Roads) a) With Aluminium Sheeting of 2 mm thickness (i) 900 mm equilateral triangle Each 4076.00

(v) | 900 mm circular 5886.00

(ii) 800 mm x 600 mm rectangular Each 4983.00

Direction and Place Identification signs upto 0.9 sqm size board as per Clause 8.1. Providing and erecting direction and place identification retro- reflectrorized sign Digitally Printed over reflectrorized sheeting of required grade confirming to ASTM D 4956 including covering with transparent sheeting (lamination sheeting) to protect from fading and damage due to wheather effect as per IRC:67-2022 made of retro-reflective type sheeting fixed over Aluminum sheeting / Aluminium Composit Material (ACM) Sheeting including application of fluorocarbon coating applied on exposed surface of aluminium to ensure corrosion resistance, supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45cm x 60cm, 60 cm below ground level as per approved drawing and painting all exposed components of the signs and supports with primer and 2 coats of epoxy paints or powder coating and the part of post below ground shall be painted with 3 coats of redoxide paint as per clause 7.2 of IRC:67-2022. (Note: The details of manufacturer, type of sheeting, month and year of installation, project details and other details along with QR code as detailed in clause 13.2 and Annexure-VII of IRC:67-2022 shall be printed on back side of the sign board.) A With Aluminium Sheeting 2mm thick C Made of Class-A High Intensity Mirco Prismatic Engineering Grade Sheeting of Type I confirming to Table 6.3 of IRC:67-2022 (for ODR & Village Roads) Sqm. 8643.00

Direction and Place Identification signs upto 0.9 sqm size board as per Clause 8.1. Providing and erecting direction and place identification retro- reflectrorized sign over reflectrorized sheeting of required grade confirming to ASTM D 4956 as per IRC:67-2022 made of retro-reflective type sheeting fixed over Aluminum sheeting / Aluminium Composit Material (ACM) Sheeting including application of fluorocarbon coating applied on exposed surface of aluminium to ensure corrosion resistance, supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45cm x 60cm, as per approved drawing and painting all exposed components of the signs and supports with primer and 2 coats of epoxy paints or powder coating and the part of post below ground shall be painted with 3 coats of redoxide paint as per clause 7.2 of IRC:67-2022. (Note: The details of manufacturer, type of sheeting, month and year of installation, project details and other details along with QR code as detailed in clause 13.2 and Annexure-VII of IRC:67-2022 shall be printed on back side of the sign board.) (I) With Aluminium Sheeting 2mm thick Made of Class-A High Intensity Mirco Prismatic Engineering Grade Sheeting of Type I confirming to Table 6.3 of IRC:67-2022 (for ODR & Village Roads) Sqm. 7810.00

8.30 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. Each 74.00

8.38 Metal Beam Crash Barrier 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 conform to IS:1367 and 1S: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. Meter 3351.00

8.22 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound as per MoRTH Grade 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes. Sqm. 627.00

9.1 | 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 as per Clause 304, loading the unserviceable material in tipper and unloading with all leads & lifts as directed by Engineer-in-Charge. Ordinary soil upto 3 m depth Cum. 130.00

9.8 | Plain cement concrete complete as per drawing and Technical Specifications (i) PCC Grade M 15 Cum. 3815.00

Providing and laying Reinforced Cement Concrete pipe NP 3 / _ prestressed concrete pipe. 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 including joints duely filled and finished with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. D 1000 mm dia Meter 5734.00

9.4 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. B 600 mm dia Meter 2440.00

2.1 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.) as per section 304. A Ordinary Soil (i) Upto 3 m depth

Ordinary rock (not requiring blasting)

2.3 Sand Filling in Foundation Trenches as per Drawing & Technical Specification as per section 304. Cum. 1278

2.6 | 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. (i) PCC Grade M15 Cum. 4791

PCC Grade M20 Cum. 5135

2.25 | Supplying, fitting and placing HSD (High Strength MT 79298 Deformed steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.

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

3.6 Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and _ technical specifications section 1500, 1700 and 2200 D Height upto 5m (a) Using concrete Mixer (i) R.C.C. Grade M-20

3.6 Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and _ technical specifications section 1500, 1700 and 2200 A Height upto 5m (a) Using batch type concrete mixer with integrated weigher. (i) P.C.C. Grade M-15 Cum. 5067

3.7 Supplying, fitting and placing HSD bar reinforcement in MT 79704 sub-structure complete as per drawing and technical specifications section 1600 and 2200

4.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 B RCC Grade M 30 I For Solid Slab Super Structure (a) Using batch type concrete mixer with integrated weigher. (i) Height upto 5m Cum. 6788

4.2 Supplying, fitting and placing HSD_ bar reinforcement in super-structure complete as per drawing and technical specifications as per section 1600 MT 81366

Filler joint B Providing & fixing 20 mm thick compressible fiber board ( 12 m long x 25 cm deep ) in expansion joint complete as per drawing & Technical Specification. Sqm. 1212

3.18 Providing and fixing in position tar paper bearing for slab as per approved drawings and specification Sqm. 66

3.10 Back filling behind abutment, wing wall and return wall; complete as per drawing and Technical specification 710.1.4 of ILR.C. 78 and 2200 (i) Granular material Cum. 1011

4.15 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700 Cum. 4607

4.4 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 Cum. 12684

3.11 Providing and laying of Filter media with granular; materials/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 and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and _ technical specifications 710.1.4 of LR.C. 78 and 2200 Cum. 1968

3.9 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 Meter 438

4.9 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per latest IRC5 & IRC-6, approved drawings and_ technical specifications. Meter 2008

4.13 Drainage Spouts complete as per approved drawing and Technical specifications of section 2705 Each 2688

4.15 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700 Cum. 4607

4.16 Providing and laying M-30 grade Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification and as per relevant sections 1500, 1600, 1700 and 2704 Cum. 9867

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