Construction of ML/NP Road Under Package No. RJ-24-33/NP/ML/2025-26 District Nagaur

Clearing and Grubbing Road Land : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. By Mechanical Means In area of non-thorny jungle

Gaytri Choraha to Gora Ki Dhani in Km 0/0 to 1/700

Bhensra Khurd to Mandawara in Km 0/0 to 1/700

Siyas to Dhaneriya Leel in Km 0/0 to 2/0

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3

Gaytri Choraha to Gora Ki Dhani in Km 0/0 to 1/700

Bhensra Khurd to Mandawara in Km 0/0 to 1/700

Siyas to Dhaneriya Leel in Km 0/0 to 2/0

Granular Sub-base with Well Graded Material (Table 400-1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401.

Gaytri Choraha to Gora Ki Dhani in Km 0/0 to 1/700

Bhensra Khurd to Mandawara in Km 0/0 to 1/700

Granular Sub-Base with Close Graded Material (Table:- 400-1). For Grading III Material :Plant Mix Method Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means.

Siyas to Dhaneriya Leel in Km 0/0 to 2/0

Water Bound Macadam Sub-base/base with Stone Screening WBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100kN in Stages to proper grade and camber,applying and brooming,stone screening & binding materials to fill-up the interstices of coarse aggregate,watering and compacting to the required density grading 1 as per MoRTH Specification Clause 404. Using Crusher Broken Aggregate (B) By Mechanical Means

Gaytri Choraha to Gora Ki Dhani in Km 0/0 to 1/700

Bhensra Khurd to Mandawara in Km 0/0 to 1/700

Siyas to Dhaneriya Leel in Km 0/0 to 2/0

Water Bound Macadam Sub-base/base with Stone Screening WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100kN in Stages to proper grade and camber,applying and brooming,stone screening & binding materials to fill-up the interstices of coarse aggregate,watering and compacting to the required density grading 1 as per MoRTH Specification Clause 404. Using Crusher Broken Aggregate (B) By Mechanical Means

Gaytri Choraha to Gora Ki Dhani in Km 0/0 to 1/700

Bhensra Khurd to Mandawara in Km 0/0 to 1/700

Siyas to Dhaneriya Leel in Km 0/0 to 2/0

Primer Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502

Gaytri Choraha to Gora Ki Dhani in Km 0/0 to 1/700

Bhensra Khurd to Mandawara in Km 0/0 to 1/700

Siyas to Dhaneriya Leel in Km 0/0 to 2/0

Tack coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503.

Gaytri Choraha to Gora Ki Dhani in Km 0/0 to 1/700

Bhensra Khurd to Mandawara in Km 0/0 to 1/700

Siyas to Dhaneriya Leel in Km 0/0 to 2/0

20mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510.Case - II By Mechanical Means Bitumen (VG-30)

Gaytri Choraha to Gora Ki Dhani in Km 0/0 to 1/700

Bhensra Khurd to Mandawara in Km 0/0 to 1/700

Siyas to Dhaneriya Leel in Km 0/0 to 2/0

Seal coat : Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511 By Mechanical Means (B) By Mechanical Means Case - II -Type-B) Bitumen (VG-30)

Gaytri Choraha to Gora Ki Dhani in Km 0/0 to 1/700

Bhensra Khurd to Mandawara in Km 0/0 to 1/700

Siyas to Dhaneriya Leel in Km 0/0 to 2/0

Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801

Ordinary Kilometer Stone (Precast)

Gaytri Choraha to Gora Ki Dhani in Km 0/0 to 1/700

Bhensra Khurd to Mandawara in Km 0/0 to 1/700

Siyas to Dhaneriya Leel in Km 0/0 to 2/0

200 Mts Stone

Gaytri Choraha to Gora Ki Dhani in Km 0/0 to 1/700

Bhensra Khurd to Mandawara in Km 0/0 to 1/700

Siyas to Dhaneriya Leel in Km 0/0 to 2/0

Providing & fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing and Specifications. 900 mm equilateral triangle.

Gaytri Choraha to Gora Ki Dhani in Km 0/0 to 1/700

Bhensra Khurd to Mandawara in Km 0/0 to 1/700

Siyas to Dhaneriya Leel in Km 0/0 to 2/0

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801. Direction and Place Identification signs upto 0.9 sqm size board

Gaytri Choraha to Gora Ki Dhani in Km 0/0 to 1/700

Bhensra Khurd to Mandawara in Km 0/0 to 1/700

Siyas to Dhaneriya Leel in Km 0/0 to 2/0

Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block 45 cm x 45 cm x 60 cm, 60 cm below ground level including lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801.

Gaytri Choraha to Gora Ki Dhani in Km 0/0 to 1/700

Bhensra Khurd to Mandawara in Km 0/0 to 1/700

Siyas to Dhaneriya Leel in Km 0/0 to 2/0

Construction of speed breaker of IRC standard having width of 3.70 M including cost of stone aggregate (50-25mm) size hire charges for roller for consolidation and compaction and other machines required for the work (including cost of bitumen)

Gaytri Choraha to Gora Ki Dhani in Km 0/0 to 1/700

Bhensra Khurd to Mandawara in Km 0/0 to 1/700

Siyas to Dhaneriya Leel in Km 0/0 to 2/0

Earthwork in excavation for structures as per drawing & MoRTH specifications Clause 304.1 incl. setting out, construction of shoring and bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom & backfilling in trenches with excavated suitable material. Ordinary soil (i) Upto 3 m depth

Siyas to Dhaneriya Leel in Km 0/0 to 2/0

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 (i) Nominal mix 1:3:6

Siyas to Dhaneriya Leel in Km 0/0 to 2/0

Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104.Random Rubble Masonry In 1:4 cement mortar

Siyas to Dhaneriya Leel in Km 0/0 to 2/0

Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete in all respect as per specifications. Size 0.750 M x 0.75 M

Siyas to Dhaneriya Leel in Km 0/0 to 2/0

Plastering with cement mortar (1:4), 20 mm thick on Stone work.

Siyas to Dhaneriya Leel in Km 0/0 to 2/0

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 50 mm thick

Siyas to Dhaneriya Leel in Km 0/0 to 2/0

White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MoRTH specifications Clause 800

Siyas to Dhaneriya Leel in Km 0/0 to 2/0

Providing & Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing & laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row incl. fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete & masonry works in head walls & parapets Clause 2905.

300 mm dia

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Bhensra Khurd to Mandawara in Km 0/0 to 1/700

600 mm dia

Siyas to Dhaneriya Leel in Km 0/0 to 2/0