Construction of Remaining work under PMGSY with World Bank Assistance in Udaipur District. Package No.RJ-32-WB-93

Amount

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 R.R.stone masonry (1:5) with cement mortar plaster (1:4) 20mm, thick (drawing no 2002) including marking of center line leveling white washing painting etc as per MORD specification clause 108

SOMAWAT TO DUNGARA

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 Manual Means In area of non-thorny jungle.

SOMAWAT TO DUNGARA

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

SOMAWAT TO DUNGARA

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 Technical Specification Clause 302.3.5

SOMAWAT TO DUNGARA

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 a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5

SOMAWAT TO DUNGARA

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 a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5

SOMAWAT TO DUNGARA

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

SOMAWAT TO DUNGARA

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

SOMAWAT TO DUNGARA

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 100 m as per Technical Specifrication Clause 302.3

SOMAWAT TO DUNGARA

Granular sub-base with well Graded matirial ( Table 400.1) By mix in Place Method Construction of granular sub-base by providing well graded material brought from a lead upto 1 km , 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.

SOMAWAT TO DUNGARA

Water Bound Macadam Sub-base/base WBM Grading 3 Providing, laying, spreading and compacting stone aggregates (Crusher Broken) of specific sizes brought from a lead upto 1 km 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

SOMAWAT TO DUNGARA

Prime coat Low porosity 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 Technical Specification Clause 502

SOMAWAT TO DUNGARA

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 & cleaned with Hydraulic broom as per Technical Specification Clause 503

SOMAWAT TO DUNGARA

20 mm thick Open- Graded Premix carpet using Bituminus (penetration grade/modified bitumen) Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates @ 0.27 Cum/10 sqm using penetration grade bitumen @ 14.6 Kg/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 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 Technical Specification Clause 508. (excluding cost of seal coat),By machanical means , Bitumen (VG-10).

SOMAWAT TO DUNGARA

Seal coatProviding 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 Technical Specification Clause 510. By machanical means , Case - II : Type B (Binder 6.8 Kg / 10 Sqm, aggregate 0.06 Cum / 10 Sqm) Bitumen (VG-10).

SOMAWAT TO DUNGARA

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 Technical Specification Clause 1703

Ordinary kilometre stone (precast)

SOMAWAT TO DUNGARA

200 m stone (precast)

SOMAWAT TO DUNGARA

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

SOMAWAT TO DUNGARA

Direction and place identification signs with size more than 0.9 sqm size board.Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS 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

SOMAWAT TO DUNGARA

Providing and fixing 'Logo' of PMGSY project . Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, 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

SOMAWAT TO DUNGARA

Semi Reflective Traffic signs. Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm 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 47 mm x 12 SWG sheet tube 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. 600 mm equilateral triangle size.

SOMAWAT TO DUNGARA

Add extra for providing and fixing definition plate 1.5mm thick of MS sheet size 0.60x0.40m on cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove enamelled painted lettering and figuring complete as per specification

SOMAWAT TO DUNGARA

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 47x47x12SWG sheet tube on M.S. post of angle iron size 75x75x6mm 3050mm 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 engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour with diomond plate 600x600mm, Defination Plate 900x250mm 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

SOMAWAT TO DUNGARA

Providing and Eracting typical Citizen Information Board as per approved drawing & Specifications of MORD, Made of two M.S. sheet of 1.6 mm thick each of size 900x 750 mm stiffened by angle iron 25mm x 25mm x 3mm all around the plate and plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900 mm) to be joined by 5 mm thick MS plate at 12 places ( 65mm x 50mm) duly embedded in cement concrete M- 15 grade of block of 600 mm x 600 mm x 750mm size below ground level as per enclosed drawing and as directed by Engineering in charge. all MS will be stove enamelled on both side Lettering,Figuring and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour etc. complete in all repect. all section of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MORD Specification.

SOMAWAT TO DUNGARA

Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site

SOMAWAT TO DUNGARA

Excavation for Structures. 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.

SOMAWAT TO DUNGARA

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

SOMAWAT TO DUNGARA

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

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

SOMAWAT TO DUNGARA

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)

SOMAWAT TO DUNGARA

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material.

SOMAWAT TO DUNGARA

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 . 75mm thick

SOMAWAT TO DUNGARA

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

SOMAWAT TO DUNGARA

Plastering with cement mortar (1:4), 20 mm thick on stone masonry work in substructure as per technical specification Clauses 613.4 & 1204.

SOMAWAT TO DUNGARA

Providing and laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row.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. 1000 mm dia.

SOMAWAT TO DUNGARA

Providing and laying Reinforced Cement Concrete Pipe NP3 as per design in Double Row.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. 1000 mm dia.

SOMAWAT TO DUNGARA

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 300 mm

SOMAWAT TO DUNGARA

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

SOMAWAT TO DUNGARA

Routine Maintenance after complition construction work

1st Year

2nd Year

3rd Year

4th Year

5th Year