RJ-31/P3/2019/10

Amount

Construction of reference bench mark (1 No.), working bench mark (4 Nos.) and near all drainage structures and bridges (as per direction of Engineer-in-charge), reference pillar/ burgees @ 50m interval on both side of formation width including marking of centre line, setting out curves, recording of levels, white washing and lettering etc. complete as per MORD specifications cl. 108.

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

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 MoRD Specification Clause 201. By Mechanical Means In area of non-thorny jungle

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per MoRD Specification Clause 301.4.

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Excavation for roadwork in soil with hydraulic excavator of 0.9 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 MoRD Specification Clause 302.3

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Providing, laying and spreading soil on a prepared embankment as sub-grade, pulverising, mixing the spread soil in place with rotavator with 9 percent lime Sludge with minimum content of 50-60 percent of CaO, grading with motor grader and compacting with the road roller at OMC to achieve at least 98 percent of the maximum dry density to form a layer of sub-grade/sub-base as per specification up to 50KM lead of lime sludge.

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

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 MoRD Specification Clause 301.5

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

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 1000 m as per MoRD Specification Clause 301.5

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

Carriage of Earth, Sand, Lime, Morrum, Manure or Sludge etc. including loading and unloading complete with a lead of 5.0 km

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Construction of granular sub-base by providing well graded crusher borken material, mixing in a mechanical mix plant at OMC , carriage of mixed material to work site upto lead of 1000m 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 MoRD Specification Clause 401. For Grading I Material

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MoRD Specification Clause 406. By Mechanical Means with all lead & lift

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

Construction of granular sub-base by providing well graded crusher borken material, mixing in a mechanical mix plant at OMC , carriage of mixed material to work site upto lead of 1000m 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 MoRD Specification Clause 401. For Grading III Material

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MoRD Specification Clause 406. By Mechanical Means with all lead & lift

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

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

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

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 MoRD Specification Clause 503.

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

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 penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing of aggregate and plastic waste cutting in a hotmix 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 MoRD Specification Clause 508. Waste Plastic @ 8% of bitumen. Case -II By mechnical means Bitumen VG-30

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

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 MoRD Specification Clause 510 By Mechanical Means Case - II : Type B Bitumen (VG-30)

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 300 mm dia

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 600 mm dia

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge.

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 Nominal mix (1:2.5:5)

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

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 form 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 construction of drain for diversion of flowing water cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur complete in all respect as per specifications Size 1.50 M x 1.50 M

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Construction of un-reinforced, without dowel bar, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators 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 curing compound and water finishing to lines and grade as per drawing and MoRD Specification Clause 1501 including vaccum dewatering process with all required equipments

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Add extra for dowel Bar for Cement Concrete Pavement as per drawing and MoRD Specification Clause 1501

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Earthwork in excavation for structures as per drawing and MoRD specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Ordinary soil

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4)

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Providing and fixing of Reinforced Ferro cement Drain cover designed for class "AA" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti- corrosive bitumen painted M.S. plate Rim and on M.S. lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc. for drain Opeining Size 451 to 700 mm Standard Drain Cover Size 1000mm x 800mm x 100mm

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD specification Clauses 614, 709, 1204.3.7

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and MoRD specifications Clause 1301

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

Supply & Planting of shady plants ( Neem, Peepal, Goolar, Jamun, Imli or other specified ) along road side including the following activities:- 1. Preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage. 2. Supply of plant at site of two years of age & height more than 1.50 Mtr 3. Supply of dry manure ( Farm yard manure organic ) 4. Supply of Insecticides 5. Digging of pits size 60x60x60 cms. Including removal of stones. Manuring application of insecticides & watering at least 15 liter per plant after planting. 6. Half brick Circular tree guard in second class bricks, internal dia 1.25 meter and height 1.20 meter above ground and 0.20 meter below ground, bottom two courses laid dry and top three courses in cement mortar 1:6 (1Cement : 6 Sand) and the intermediate courses being in dry honey comb masonry, as per design complete.

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Specification Clause 801 900 mm equilateral triangle

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Specification Clause 801 600 mm equilateral triangle

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Specification Clause 801 600 mm circular

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Specification Clause 801 600 mm x 450 mm rectangular

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Specification Clause 801 900 mm side octagon

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Specification Clause 1701 900 mm equilateral triangle

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Specification Clause 1701 600 mm equilateral triangle

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Specification Clause 1701 600 mm circular

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Specification Clause 1701 600 mm x 450 mm rectangular

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Specification Clause 1701 900 mm side octagon

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The lettering and borders, etc. of middle and bottom plate, PMGSY logo on top plate shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing. For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height as per approved drawing and MoRD Specification Clause 1700

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Providing and fixing of PMGSY logo with definition plate (as per MORD design/drawing) 3mm thick plate of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges including orange luminous colour epoxy paint on logo, size of definition plate 900x300mm supported on MS post of square hollow section 75x75x6mm, 3m long .The lettering and borders, etc. of definition plate and PMGSY logo on top plate shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing.Posts will be 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 MoRD Specification Clause 1700

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Providing and Erecting typical Citizen's information Board as per approved drawing & specification of MORD made of Two plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7 of size 900 mm x 750 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. Frame will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1000 mm apart centre to centre these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The lettering and borders, etc. of plates shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing and MoRD Specification Clause 1700

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

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 MoRD Specification Clause 1703 5th Kilometre Stone (precast)

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

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 MoRD Specification Clause 1703 Ordinary Kilometer Stone (Precast)

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

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 MoRD Specification Clause 1703 200 m stone (precast)

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and MoRD Specification Clause 1704

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

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 per IRC : 99-1988 3.70 meter wide and 10 cm high for general traffic

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

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 per IRC : 99-1988 5.0 meter wide and 10 cm high for heavy truck and bus traffic

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% 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.

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Supplying of Cat’s Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side.

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on RCC Post 100 mm x 100 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 MoRD Specification Clause 1701 upto 0.9 sqm size board

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on RCC Post 100 mm x 100 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 MoRD Specification Clause 1701 upto 0.9 sqm size board

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Supply of Hazard Marker made out of 2 mm thick M.S. sheet size 300x300x3 mm framed with angle iron 25x25x3 mm and fixed on channel posts 75x40x6 mm and hold fast at bottom whole body is painted in white stoving enamel and 6 Nos., 5 cm dia reflective sheet on white reflective background with additional border of 1.25 cm all arount it.

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Supply of Chevron sign of size 75x60 cm made out of aluminum sheet 2 mm thick with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8 M dia, plate is covered by high intensity grade yellow retro-reflective sheeting and black screen printed arrow on Retro Reflective Sheet, complete in all respect. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Fixing of sign board having two posts including excavation cement concrete 1:5:10(30X30X60 cms.) and transportation complete of size. : 60x75 cm, 90x60 cm, 75x45 cm, & 60x45 cm.

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Providing and Erecting typical Maintenance information Board as per approved drawing & specification of MORD made of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7 of size 900mm x 1500mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1000 mm apart centre to centre (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The lettering and borders, etc. of plates shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing and MoRD Specification Clause 1700

(a) MRL05 - GHAS TO KHALILPURA PAPRA VIA KHAJURIYA ROAD

(b) MRL26 - CHANDLAI TO TONK NAGAR KOTA ROAD VIA ALLAHPURA

(c) MRL15 - NH-12 TO SANDEELA DHANI VIA KAREEMPURA

Annual maintenance charges on prorata basis as per fixed Percentage basis

1st year - 0.68%

2nd year - 0.87%

3rd year - 1.12%

4th year - 1.31%

5th year - 1.52%

DEV LAL MEENA

RAJENDRA SINGH BHAMBOO INFRA PRIVATE LIMITED

B.GAUTAMANDCOMPANY

shri rishabh construction

Jai Bhawani Construction Co.

M/s Ramesh Kumar Bansal