Construction and maintenance of Rural roads under PMGSY-IV, Batch-I, 2025-26, Package No. RJ03P4-10 (Distt.Banswara)

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.

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

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

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for road work in soi lwith hydraulic excavator of 0.9cum 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 up to1.5m and lead upto 1000 m as per MoRD Specification Clause 302.3

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRD Specification Clause 302.3.5

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per MoRD Specification Clause 301.5

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

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

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

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.

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

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 II Material

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per MoRD Specification Clause 303

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

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 36 Km Lead.

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

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

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

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.

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

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 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 506 & 512.2.4 Waste Plastic @ 8% of bitumen. Case -II By mechnical means Bitumen (VG-30)

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

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 508 & modified Bitumen Clause 511 By Mechanical Means Type B Bitumen (VG-30)

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

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 Upto 3 m depth

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

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 10 Nominal mix 1:3:6

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

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 15 Nominal mix 1:2.5:5

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new,plastered/concrete surfaces as per drawing and MoRD Specification Clause 1701

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in Double 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 1101.6 1000 mm dia

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

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 1101.6 1000 mm dia

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

Plain/reinforced cement concrete in substructure complete as per drawings and MoRD specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 R.C.C grade M 20

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and MoRD specification Clauses 1001 & 1202

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

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 1206.6

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

Back filling behind abutment, wing wall and return wall complete as per drawings & MoRD specification Clause 1206.3 Granular material

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

Plain/Reinforced cement concrete in substructure complete as per drawings and MoRD specifictions Clauses 802,804,805,806,807,1202,1204 for up to 5m R.C.C Grade M25

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

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 1101.6 600 mm dia.

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

Cut Stone kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (precast)

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

Cut Stone kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 )200 m stone (precast)

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.3.8, 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

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.3.8, 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.

SH-54(A) to Sani Doongari

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.3.8, 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.

SH-54(A) to Sani Doongari

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.3.8, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe 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 approved drawing and MoRD Specification Clause 1701

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

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

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

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

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

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.

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

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

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

Providing and fixing of road stud 100 x 100 mm die cast in ABS, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

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

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

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

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

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

SH-54(A) TO CHOKI DOONGARI

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

Supply of Swiss type of Hazard marker, made out of 2 mm thick M.S. sheet size of box is 15x15 cm with hold fast at bottom, the body is painted in orange stoving enamel paint with white/high intensity grade micro-prismatic type sheeting, on all four side.

SH-54(A) to Sani Doongari

Add for DPR Rs. 15000/- Per Km.

SH-54(A) TO CHOKI DOONGARI

Kadai Mal Ghati Khoonta Ratna Road to AR Nichala Fala

AR Ghorwara to AR Salon

SH-54(A) to Sani Doongari

AR Machhara Para to AR Makwana Fala

Add GST (18%) on Total Costruction Cost

Routine Mainteenance work After Completion of works for Five Year Fixed Amount

For 1st Year (0.68%)

For 2nd Year (0.87%)

For 3rd Year (1.12%)

For 4th Year (1.31%)

For 5th Year (1.52%)

Add GST (18%) on Total Maintenance Cost

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