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| 1 | 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 earlierand 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. |
| 2 | Achhojai to Palri Kallan Via Janaji Ka Mandir Road Km 0/0 to 0/700 |
| 3 | Road Safety Work on Various SH/MDR/VR Road |
| 4 | Excavation for roadwork in soil with hydraulic excavator of0.9 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 with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 |
| 5 | Achhojai to Palri Kallan Via Janaji Ka Mandir Road Km 0/0 to 0/700 |
| 6 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 By Mechanical Means Bituminous Courses & Granular Courses |
| 7 | Achhojai to Palri Kallan Via Janaji Ka Mandir Road Km 0/0 to 0/700 |
| 8 | 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 |
| 9 | Achhojai to Palri Kallan Via Janaji Ka Mandir Road Km 0/0 to 0/700 |
| 10 | 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 rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401. For Grading IIIMaterial |
| 11 | Achhojai to Palri Kallan Via Janaji Ka Mandir Road Km 0/0 to 0/700 |
| 12 | CD Work Kod to Dolatpura Road |
| 13 | Road Safety Work on Various SH/MDR/VR Road |
| 14 | Water Bound MacadamSub-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 smoothwheel roller 80-100 kN 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. By Mechanical Means |
| 15 | Achhojai to Palri Kallan Via Janaji Ka Mandir Road Km 0/0 to 0/700 |
| 16 | Water Bound MacadamSub-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 smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. using Crusher borken aggregate. By Mechanical Means |
| 17 | Achhojai to Palri Kallan Via Janaji Ka Mandir Road Km 0/0 to 0/700 |
| 18 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. By Mechanical Means with all lead |
| 19 | Road Safety Work on Various SH/MDR/VR Road |
| 20 | 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 |
| 21 | Achhojai to Palri Kallan Via Janaji Ka Mandir Road Km 0/0 to 0/700 |
| 22 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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. |
| 23 | Achhojai to Palri Kallan Via Janaji Ka Mandir Road Km 0/0 to 0/700 |
| 24 | 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 - IIBy Mechanical Means. Bitumen (VG-30) |
| 25 | Achhojai to Palri Kallan Via Janaji Ka Mandir Road Km 0/0 to 0/700 |
| 26 | 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. Case - II:Type B Bitumen (VG-30) |
| 27 | Achhojai to Palri Kallan Via Janaji Ka Mandir Road Km 0/0 to 0/700 |
| 28 | Reinforced cement concrete M15grade 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 |
| 29 | Ordinary Kilometer Stone (Precast) |
| 30 | Achhojai to Palri Kallan Via Janaji Ka Mandir Road Km 0/0 to 0/700 |
| 31 | 200 m stone (precast) |
| 32 | Achhojai to Palri Kallan Via Janaji Ka Mandir Road Km 0/0 to 0/700 |
| 33 | Providing and 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. |
| 34 | Achhojai to Palri Kallan Via Janaji Ka Mandir Road Km 0/0 to 0/700 |
| 35 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape of required shade and colour.Supported and welded on 47 mm x 47mm of 12 SWG Squaretube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification upto 0.9 sqm size board |
| 36 | Achhojai to Palri Kallan Via Janaji Ka Mandir Road Km 0/0 to 0/700 |
| 37 | 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 block45 cm x 45 cm x 60 cm, 60 cm below ground levelincluding lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801. |
| 38 | Achhojai to Palri Kallan Via Janaji Ka Mandir Road Km 0/0 to 0/700 |
| 39 | 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) |
| 40 | Achhojai to Palri Kallan Via Janaji Ka Mandir Road Km 0/0 to 0/700 |
| 41 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and MoRTH specification Clause 2903 includding 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 3 m depth |
| 42 | Achhojai to Palri Kallan Via Janaji Ka Mandir Road Km 0/0 to 0/700 |
| 43 | CD Work Kod to Dolatpura Road |
| 44 | CD Work Soodwar to Shekhpura Road |
| 45 | Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 2904 (ii) P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing) |
| 46 | Achhojai to Palri Kallan Via Janaji Ka Mandir Road Km 0/0 to 0/700 |
| 47 | CD Work Kod to Dolatpura Road |
| 48 | CD Work Soodwar to Shekhpura Road |
| 49 | Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and MoRTH specification Clasue 2908 In 1:4 cement mortar Coursed rubble masonry (2nd sort) In 1:4 cement mortar |
| 50 | Achhojai to Palri Kallan Via Janaji Ka Mandir Road Km 0/0 to 0/700 |
| 51 | CD Work Kod to Dolatpura Road |
| 52 | CD Work Soodwar to Shekhpura Road |
| 53 | Providing and laying reinforced cement concrete pipe NP3for culverts on first class bedding of granularmaterial in double row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 2905. 750 mm dia |
| 54 | Achhojai to Palri Kallan Via Janaji Ka Mandir Road Km 0/0 to 0/700 |
| 55 | CD Work Kod to Dolatpura Road |
| 56 | Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 |
| 57 | Achhojai to Palri Kallan Via Janaji Ka Mandir Road Km 0/0 to 0/700 |
| 58 | CD Work Kod to Dolatpura Road |
| 59 | CD Work Soodwar to Shekhpura Road |
| 60 | Providing PCC M20 Architectural Coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clause 1313 50 mm thick |
| 61 | Achhojai to Palri Kallan Via Janaji Ka Mandir Road Km 0/0 to 0/700 |
| 62 | CD Work Kod to Dolatpura Road |
| 63 | CD Work Soodwar to Shekhpura Road |
| 64 | Construction ofun-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cementas per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fullyautomatic Batching Plant andtransported to site intransit mixer for having continuous agitated mixer, manufactured as per approved mix designincluding pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 125 micron thick polythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately). |
| 65 | Achhojai to Palri Kallan Via Janaji Ka Mandir Road Km 0/0 to 0/700 |
| 66 | CD Work Kod to Dolatpura Road |
| 67 | Reinforced cement concrete M15grade 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 |
| 68 | Road Safety Work on Various SH/MDR/VR Road |
| 69 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and MoRTH Specification Clause 801 Hindi (Matras commas and the like not to be measured and paid for.Half letters shall be counted as half only) |
| 70 | Road Safety Work on Various SH/MDR/VR Road |
| 71 | Providing and 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. |
| 72 | Road Safety Work on Various SH/MDR/VR Road |
| 73 | Painting lines, dashes, arrows, etc. on roads in two coats on old work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and MoRTH specification Clause 803 |
| 74 | Road Safety Work on Various SH/MDR/VR Road |
| 75 | Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make without glass beads laid on the road surface at temperature 160\" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. |
| 76 | Road Safety Work on Various SH/MDR/VR Road |
| 77 | Providing and fixing PVC Bump Speed Breakers size 350 mm x 250 mm x 50 mm fitted with key hooks complete with labour material and traffic diversion arrangements. |
| 78 | Road Safety Work on Various SH/MDR/VR Road |
| 79 | Providing and laying rounded hump type speed breakers for crossing speed 25 km/h as per IRC design including providing and applying bitumen emulsion tack coat,making speed breaker in designed profile with bituminous macadam, providing seal coat type B for sealing the voids and marking chequered pattern with thermoplastic paint complete as perIRC : 99-1988 3.70 meter wide and 10 cm high for general traffic |
| 80 | Road Safety Work on Various SH/MDR/VR Road |
| 81 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape of required shade and colour.Supported and welded on 47 mm x 47mm of 12 SWG Squaretube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification upto 0.9 sqm size board |
| 82 | Road Safety Work on Various SH/MDR/VR Road |
