Construction and maintenance of Rural roads under PMGSY-IV, Batch- I, 2025-26, Package No. RJ-02-P4-01

PART - A : EARTH WORK

Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRD Specification Clause 201.By Manual Means

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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.

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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.

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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.

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

PART - B : GSB & WBM

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

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

PART - C : 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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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 prepareddry and hungry bituminous surface cleaned with Hydraulic broom as per MoRD Specification Clause 503.

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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 Case -II By mechnical means

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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)

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

PART - C : C.C. PAVEMENT

Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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)

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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 preapred sub base or over bituminous surface ( Existing bituminous surface prepared if necessary either by milling or leveing 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 31.5mm, 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 operaton incluidng provision of contracton 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 inluding vaccum dewatering process with all required equipments, finishing to lines and grade as per drawing and MoRD specification Clause 1501 complete excluidng cost of steel in dowel bars and tie bars etc. Each Paenl ( 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

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

PART - D : ROAD FURNISHING

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)

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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)

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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 mmfirmly 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

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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 mmfirmly 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

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

Add extra for providing and fixing definition plate of size 600 x 400 mm including all letters with above specifications

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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 2 inch dia GI Pipe 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 Tehnical Specification Clause 1701. upto 0.9 sqm size board

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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 a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1701 upto 0.9 sqm size board

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

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.

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

Providing and fixing PVC Bump Speed Breakers size 350mm x 250mm x 50mm fitted with key hooks complete with labour material and traffic diversion arrangements.

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

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.

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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.

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per MoRTH Specification clause 811.3

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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.

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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 exceeding 0.9 sqm 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-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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

PART - E : SYPHONE

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

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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 1204.3.11 75 mm thick

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

PART - F : FLUSH CAUSEWAY

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

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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 Mechanical Means

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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 preapred sub base or over bituminous surface ( Existing bituminous surface prepared if necessary either by milling or leveing 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 31.5mm, 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 operaton incluidng provision of contracton 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 inluding vaccum dewatering process with all required equipments, finishing to lines and grade as per drawing and MoRD specification Clause 1501 complete excluidng cost of steel in dowel bars and tie bars etc. Each Paenl ( 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

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

PART - G : DRAIN WORK

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

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

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 M10 Nominal mix 1:3:6

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 R.C.C grade M20

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

Providing and fixing stone slab covering over drains (Kota/Bijoliya Quarry) having thickness 75 mm to 150 mm including filling of joints in cement mortar 1:3 with 50 mm thick cement concrete flooring in 1:2:4 mix complete with good finish as per approved drawings and specifications. for drain Opeining Size 300 to 450 mm Stone Patty drain cover size 800mm x 600mm x 75mm

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRD specifications Clauses 1000 and 1202

Sahajpur (SH-14) To Kumharo Ka Bas KM 0/00 to 0/700

PART - G : (I) HP CULVERT - 1200MM DIA SINGLE ROW

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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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)

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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 1106.1200 mm dia

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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 1204.3.11 75 mm thick

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MoRD specifications Clause 1915

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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 preapred sub base or over bituminous surface ( Existing bituminous surface prepared if necessary either by milling or leveing 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 31.5mm, 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 operaton incluidng provision of contracton 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 inluding vaccum dewatering process with all required equipments, finishing to lines and grade as per drawing and MoRD specification Clause 1501 complete excluidng cost of steel in dowel bars and tie bars etc. Each Paenl ( 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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

PART - H :(II) HP CULVERT - 1200MM DIA Two ROW

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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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)

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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 1106.1200 mm dia

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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 1204.3.11 75 mm thick

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MoRD specifications Clause 1915

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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 preapred sub base or over bituminous surface ( Existing bituminous surface prepared if necessary either by milling or leveing 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 31.5mm, 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 operaton incluidng provision of contracton 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 inluding vaccum dewatering process with all required equipments, finishing to lines and grade as per drawing and MoRD specification Clause 1501 complete excluidng cost of steel in dowel bars and tie bars etc. Each Paenl ( 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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

PART - I : PROTECTION WALL

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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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 1204.3.11 75 mm thick

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

PART-K: STONE PITCHING

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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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 1204.3.11 75 mm thick

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

Providing and laying pitching on slopes laid over prepared filter media as per drawing and MoRD specifications Clause 1302 Stone/Boulder

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

Providing and laying filter material underneath pitching in slopes complete as per drawing and MoRD specifications Clause 1302.3

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

Plain/reinforced cement concrete in substructure complete as per drawings and MoRD specification Clauses 802, 804, 805, 806, 807, 1202 and 1204

CONSTRUCTION OF ROAD FROM RAGHUNATH GARH PATA MAIN ROAD TO JAGGU KA BAS KM. 0/0 TO 1/500

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

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