Construction and maintenance of Rural roads under PMGSY-IV, Batch-I, 2025-26, Package No. RJ18P4-10 (District Jalore)

EARTH WORK 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.

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

MRL07-Samrani to Goliya Dhora

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 thorny jungle

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

MRL07-Samrani to Goliya Dhora

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

MRL07-Samrani to Goliya Dhora

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 1000m as per MoRD Specification Clause 303.1.

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

MRL07-Samrani to Goliya Dhora

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

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

MRL07-Samrani to Goliya Dhora

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

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

MRL07-Samrani to Goliya Dhora

GSB & W.B.M. WORK 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

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

MRL07-Samrani to Goliya Dhora

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 80-100 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 2 as per MoRD Specification Clause 405. Using Crusher Broken Aggregate By Manual Means

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

MRL07-Samrani to Goliya Dhora

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 80-100 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 3 as per MoRD Specification Clause 405. using Crusher borken aggregate. By Manual Means

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

MRL07-Samrani to Goliya Dhora

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 For Grading III Material

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

MRL07-Samrani to Goliya Dhora

B.T. WORK 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

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

MRL07-Samrani to Goliya Dhora

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.

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

MRL07-Samrani to Goliya Dhora

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

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

MRL07-Samrani to Goliya Dhora

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& 511 By Mechanical Means Type B Bitumen (VG-30).

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

MRL07-Samrani to Goliya Dhora

ROAD FURNISHING Cut stone kilometer 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

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

MRL07-Samrani to Goliya Dhora

200 m stone

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

MRL07-Samrani to Goliya Dhora

Providing and fixing of retro-reflectorised cautionary, mandatory andvinformatory sign as per IRC:67 made of encapsulated lens type reflectivesheeting 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

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

MRL07-Samrani to Goliya Dhora

Providing and erecting direction and place identification retro-\reflectorised signas per IRC:67 made of encapsulated lens type reflective sheeting vide Clause1701.3.8, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos.firmly fixed to the ground by means of properly designed foundation with M-15grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below groundlevel as per approved drawing and MoRD Specification Clause 1701

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

MRL07-Samrani to Goliya Dhora

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

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

MRL07-Samrani to Goliya Dhora

Providing and fixing of PMGSY logo with definition plate (as per MORD design/drawing) 3mm thick MS plate framed to angle Iron 40x40x6mm including orange luminous colour paint on logo, size of diamand plate 600x600mm definition plate 900x250mm supported on MS post of angle Iron of size 65x65x6mm, 3m long stove enameled paint with hold fastfirmly 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

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

MRL07-Samrani to Goliya Dhora

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 groundlevel 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

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

MRL07-Samrani to Goliya Dhora

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.

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

MRL07-Samrani to Goliya Dhora

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

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

MRL07-Samrani to Goliya Dhora

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 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 1701 , 800 mm x 600 mm rectangular

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

MRL07-Samrani to Goliya Dhora

Supply of centerline Raised Pavement Marker (RPM) size 125 x75x20 mm made out of Aluminium alloy duly white powder coating paint with two side reflective having fixing provision with nail complete in all respect.

MRL03-Kodka to Jawara Nada

Construction of Foundation / Inaugration Pedestal in 23 cm thick Brick masonary in cm 1:4 of size 1.20x1.80 above ground level with adequate foundation incluiding providing and fixing of granite stone of size 0.75x0.60 m with engraving letters and figurs , cement plaster , white washing etc. complete as per direction of engineer incharge .

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

MRL07-Samrani to Goliya Dhora

Construction of RCC guide posts of 250 mm dia M25 grade cast-in-situ with 20 mm nominalsize aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in500 as per drawing and MoRD Specification Clause 1401.6 & 1608.2 / Item 7.7

MRL03-Kodka to Jawara Nada

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 /17.75

MRL07-Samrani to Goliya Dhora

P & F Delinator with 30 cm. outer dia RCC hume pipe NP-2 (As per IS-458/ 1971 ) pipe 1. OM. Long 40 cm embedded in cement concrete (1:4:8) block of size 50x50x40 cm. including excavation upto 40 cm depth. The inside of pipe shall be filled with C.C. (1:4:8) stone grit max size 20 mm or less upto the top with semi circular humping. The pipes shall be painted white/black with enamel paint with red dots two Nos. on each side

MRL04-Korka to Arnawalli

CEMENT CONCRETE PAVEMENT 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

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

Construction of dry lean cement concrete sub base over a prepared sub grade with oarse and fine aggregate confirming to IS 383 . The size of coarse aggregates not exceeding 25 mm . Aggregate cement ratio not to exceed 15 : 1 . Aggregate gradation after blending to be as per table 600 -1 . Cement content not be less than 150 kg per cum . Optimum moiture content to be determined during trial length construction. Concrete strength no be less than 10 mpa at 7 days . Mixed in a batching plant transported to site laid with a paver with electonic sensor , compactin with 8-10 tonnes vibratory roller , fnishing and curing .

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

Construction of panel concrete pavement M-40 grade for Thin White Topping (Thickness greater than I00 mm and less than 200 mm) Construction of short paneled un reinforced, plain cement concrete pavement (Thin white Topping as per IRC : SP: 76-2015) :M-40 grade concrete over a prepared sub base or over bituminous surface (Existing bituminous surface prepared if necessary either by milling or leveling course to be done with BM / DBM / DLC to correct surface profile and to be paid separately) with Ordinary Portland Cement 53 grade confirming to IS:12269, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 31.5 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, dowel bars, near approaches to bridge/culvert and construction joints, admixture as approved, curing of concrete slabs for 14 days, using curing compound (where specified) and water including vaccum dewatering process with all required equipments, finishing to lines and grade as per drawing and MoRD specification Clause 1501 complete excluding cost of steel in dowel bars and tie bars etc. Each Panel (1.00m x 1.00m). Note : If fiber are to be used as per mix design the same shall be paid separately as per item no 6.8

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

C.D. WORK Earthwork in excavation for structures as per drawing and technical 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 in ordinary soil, upto 3 m depth.

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

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.

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry In cement mortar 1:4

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

Pointing with cement mortar (1:3) on stone masonry as per drawing and technical specification Clauses 613.3 and 1204, Flush and Rulled Type.

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD specification Clauses 615, 710 and 1206.5 50 mm thick

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

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 as per Clause 1101.6. 1200 mm dia

MRL03-Kodka to Jawara Nada

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 as per Clause 1101.6. 300 mm dia

MRL03-Kodka to Jawara Nada

MRL04-Korka to Arnawalli

MRL06-Korka to Salab Sipyo KI Dhani

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 20 Nominal mix (1:2:4)

MRL03-Kodka to Jawara Nada

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

MRL03-Kodka to Jawara Nada

PROTECTION WALL Earthwork in excavation for structures as per drawing and technical 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.

MRL03-Kodka to Jawara Nada

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.

MRL03-Kodka to Jawara Nada

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry In cement mortar 1:4

MRL03-Kodka to Jawara Nada

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD specification Clauses 615, 710 and 1206.5 50 mm thick

MRL03-Kodka to Jawara Nada

Pointing with cement mortar (1:3) on stone masonry as per drawing and technical specification Clauses 613.3 and 1204, Flush and Rulled Type.

MRL03-Kodka to Jawara Nada

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

MRL03-Kodka to Jawara Nada

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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%)

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