RJ-32-WB-79 Remaining work under PMGSY with World Bank Assistance in Udaipur District.

Amount

Clearing and Grubbing Road land . 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 Technical specification Clause 201. By Mechanical Means. In area of non-thorny jungle

Udaipur Alsigarh Km 30 to Nala Fala

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lead & lift as per Technical Specification Clause 302.3

Udaipur Alsigarh Km 30 to Nala 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 all lead & lift trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections with all lead & lift as per Technical Specification Clause 302.3.5

Udaipur Alsigarh Km 30 to Nala Fala

Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with all lead & lift as per Technical Specification Clause 302.3.5

Udaipur Alsigarh Km 30 to Nala Fala

Excavation for roadway in Phylite rock by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with all lead & lift as per Technical Specification Clause 302.3.5

Udaipur Alsigarh Km 30 to Nala Fala

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted with all lead & lift to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Udaipur Alsigarh Km 30 to Nala Fala

Construction of embankment with approved material obtained from borrow pits transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all lead & lift. as per Technical Specification Clause 301.5 Material obtained from Private land with all lead & lift.

Udaipur Alsigarh Km 30 to Nala Fala

Stripping, Storing and Relaying Top Soil from Right-of-Way (R.O.W) Stripping, storing and preservation of top soil by keeping it damp in stock piles and keep wet till it is used by road side at 15 m internal and re-application on embankment slopes, cut slopes and other areas in localities where the available embankment material is not conducive to plant growth as per Technical Specification Clause 302.3.2 with all lead & lift.

Udaipur Alsigarh Km 30 to Nala Fala

Turfing with Sods. Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309.

Udaipur Alsigarh Km 30 to Nala Fala

Setting Out Construction of reference bench mark (1 No) working bench mark (4 Nos) and near all drainage structure and bridges as per MORD data book drawing no 2001 and construction of reference pillars/ burgees@50m interval on both side of the formation width in RR stone masonry (1:5) with cement mortar plaster (1:4) 20 mm thick (drawing no 2002) including marking of center line leveling white washing painting etc as per MORD specification clause 108

Udaipur Alsigarh Km 30 to Nala Fala

Granular Sub - base with Well Graded Material (Table 400.1) By Mix in place Method . Construction of granular sub- base by providing well graded material, spreading in uniform layers with motor 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 Technical specification Clause 401. For Grading III material with all lead & lift

Udaipur Alsigarh Km 30 to Nala Fala

WBM Grading 3 ( Crusher Broken ) 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 Technical Specification Clause 405. By Manual Means with all lead & lift.

Udaipur Alsigarh Km 30 to Nala 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 Technical Specification Clause 303.1. with all lead & lift.

Udaipur Alsigarh Km 30 to Nala Fala

Primer Coat Low Porosity. Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular BEse including cleaning of road surface and spraying primer at the rate of 0.70-1.0 Kg. / Sqm using mechanical means as per Technical specification Clause 502.

Udaipur Alsigarh Km 30 to Nala Fala

Tack coat. 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 as per Technical specification Clause 53.

Udaipur Alsigarh Km 30 to Nala Fala

20mm thick Open graded premix carpet using Bituminous (peetration grade / modified bitumen) binder. Providing, laying and rolling of open graded premix carpet of 20 m m thickness composed of 13.2mm to 5.6mm aggregates @ 0.27 Cum / 10 Sqm using penetration grade bitumen @ 14.6Kg/ 10 Sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and orlling with a three wheel 80-100 KN static roller capacity, finished to required level and grades to be follwoed by seal coat of Type C as per Technical specification Clause 58. (Excluding cost of seal coat). By Mechanical Means, Bitumen (VG-10)

Udaipur Alsigarh Km 30 to Nala Fala

Providing and laying premixed seal coat using Hot mix plant and paver finisher with aggregate of 6.7 mm size defined as 100% passing through 11.2 mm sieve and retained on 2.36 mm sieve with 0.09 cum per 10 sqm and 4.5% bitumen including preparation and transportation of mix spreading, laying and rolling etc complete in all respect including cost of binder. Bitumen (VG-10) Type C Binder 6.5 Kg P10 Sqm aggregate 0.09 Cum / 10 Sqm By Mechanical Means.

Udaipur Alsigarh Km 30 to Nala Fala

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.

5 Km stone

Udaipur Alsigarh Km 30 to Nala Fala

Ordinary Km stone (precast)

Udaipur Alsigarh Km 30 to Nala Fala

200 m stone (precast)

Udaipur Alsigarh Km 30 to Nala Fala

Construction of RCC guide posts of 250 mm dia, 1.2 m in length, M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2

Udaipur Alsigarh Km 30 to Nala Fala

Direction and Place indentification signs with size more than 0.9 Sqm board. Semi - reflective Traffic signs. Direction and place indentification signs more than 0.90 Sqm sign board. Providing and erecting direction and place identification of semi rflective ssign boards as per IRC-67 made of 2mm thick M.S. sheet dulystove enameled paint white colour in front and grey colour on back with reflective border of 70mm widht and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour, supported and selded on two Nos 47mm x 47mm of 12 SWG square tube of 3050mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawing and technical specification Clause 1701.

Udaipur Alsigarh Km 30 to Nala Fala

Providing and fixing ' Logo' of PMGSY project. Providing and fixing of typical PMGSY informatory sign board with Logo as per MoRD specification and drawing. Three MS Plate duly welded with MS flat iron 25 mm x 5 mm size on back of edges. The lower plate will be welded with MS angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Nos 75mm x 75mm of 12 SWG Sheet tubes posts duly embedded in cement concrete M-15 grade block of 450 mm x 450 mm x 600 mm, 60 mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG sheet plate tube. All MS will be stove enameled on both sides, lettering and printing arrowsm, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and annexure 1700-1.

Udaipur Alsigarh Km 30 to Nala Fala

Traffic Signs. Semi Reflective Traffic Signs. Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC : 67 made of 1.5mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm x 12 SWG sheet tube firmly fixed to the ground bymean of properly designed foundations with M-15 grade cement concrete 450 x 450 x 600 mm, 600mm below ground level as per approved drawing Clause 1701.2.2. 600mm equilateral triangle size.

Udaipur Alsigarh Km 30 to Nala Fala

Providing and fixing of semi reflective PMGSY LOGO with definition plate (as per MORD design / Drawing) made of 2 mm thick MS Sheet framed to angle iron 47x47x12 SWG sheet tube on M.S. post of anlge iron size 75x75x6 mm 3050 mm long duly stove Luminious orange colour in front and gray colour on back with reflective border of 65 MM width and required letters and figures with reflective tape egineering grade as per cluase 1701.3.9 of MORD for Rural Roads of required shade and colour with diamound plate 600 x 600 mm defination plate 900x250 mm firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm 600 mm below ground level as per approved drawing clause 1701.2.2

Udaipur Alsigarh Km 30 to Nala Fala

Direction and place indentification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.

Udaipur Alsigarh Km 30 to Nala Fala

Providing and Erecting typical Citizen information Board as per approved drawing & specifications of MoRD. Made of Two M.S. Sheet of 1 : 6mm thick each of size 900 x 750mm stiffened by angle iron size 25mm x 25mm 3mm all around the place and plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050mm with angles holdfast and horizontal member 900mm) to be joined by 5mm thick M.S. plate at 12 places ( 65mm x 50mm) duly embedded in cement concrete M-15 grade of block of 600mm x 600mm x 750mm size below ground level as per enclosed drawings & as directed by Engineering in charge. All MS will be stove enameled on both size lettering, figuring, and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel drawing and as per MoRD Specification.

Udaipur Alsigarh Km 30 to Nala Fala

Excavation for Structures . Earthwork in excavation for structures as per drawing and technical specification 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. Classification

Ordinary Soil. Upto 3 m depth.

Udaipur Alsigarh Km 30 to Nala Fala

Ordinary rock (not requiring blasting) upto 3 m depth.

Udaipur Alsigarh Km 30 to Nala Fala

Phylite rock

Hard rock (blasting required)

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.

Udaipur Alsigarh Km 30 to Nala Fala

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.

Udaipur Alsigarh Km 30 to Nala Fala

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:5)

Udaipur Alsigarh Km 30 to Nala Fala

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. For height upto 5 m. P.C.C. grade M 20. Nominal mix (1:2:4)

Udaipur Alsigarh Km 30 to Nala Fala

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204, For height upto 5 m, R.C.C. Grade M 25

Udaipur Alsigarh Km 30 to Nala Fala

Pointing with cement mortar (1:3) on stone work as per drawing and technical specification Clauses 613.3 and 1204.

Udaipur Alsigarh Km 30 to Nala Fala

Plastering with cement mortar (1:4), 20 mm thick on stonework in substructure as per technical specificaiton Clauses 613.4 & 1204

Udaipur Alsigarh Km 30 to Nala Fala

Providing and laying reinforced cement concrete pipe NP-3 as per design in single row . Providing and laying reinforced cement concrete pipe NP-3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia.

Udaipur Alsigarh Km 30 to Nala 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 as per Clause 1106. (Excluding cost of first class bedding) 1000 mm dia.

Udaipur Alsigarh Km 30 to Nala Fala

Providing & Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets as per clause 1106 .( Excluding cost of first class bedding ) 300 MM Dia.

Udaipur Alsigarh Km 30 to Nala Fala

Supplying , fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202.

Udaipur Alsigarh Km 30 to Nala Fala

Providing and laying Boulder apron for bed protection with stone boulders of minium size and weight as per Table 1300.1 no fragment weighing less than 25 Kg laid dry complete as per drawing and technical specifications clause 1301.

Udaipur Alsigarh Km 30 to Nala Fala

Routine Maintenance after complition construction work

1st Year

2nd Year

3rd Year

4th Year

5th Year

M/s Kumawat Construction

M/s PANWAR CONSTRUCTION