Widening and Strengthening of roads under PMGSY in Distt. Udaipur. Package No. RJ32/P3/2019/16

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, with all lead including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Specification Clause 201. By Mechanical Means. In area of non-thorny jungle

T02-Ghasakheri to MDR 36A via Mahura and Sindhu

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

Setting Out. 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.

Working bench mark as per drawing No. 200.1 of MoRD specifications including the cost of material required for construction Height upto 1.00 m from GL

T02-Ghasakheri to MDR 36A via Mahura and Sindhu

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

Reference pillars / Burjees as per drawing No. 200.2 of MoRD specifications including the cost of material required for construction Height upto 1.00 m from GL

T02-Ghasakheri to MDR 36A via Mahura and Sindhu

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means: Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per MoRD Specification Clause 301.4.

T02-Ghasakheri to MDR 36A via Mahura and Sindhu

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m. 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 and lift as per MoRD Specification Clause 302.3

T02-Ghasakheri to MDR 36A via Mahura and Sindhu

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

Construction of Embankment with Material Obtained from Roadway Cutting. 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 with all lead & lift

T02-Ghasakheri to MDR 36A via Mahura and Sindhu

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

Construction of Embankment with Material Obtained from Borrow Pit. 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

T02-Ghasakheri to MDR 36A via Mahura and Sindhu

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

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.

T02-Ghasakheri to MDR 36A via Mahura and Sindhu

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

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 all lead as per MoRD Specification Clause 303.1.

T02-Ghasakheri to MDR 36A via Mahura and Sindhu

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

Wet Mix Macadam. Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MoRD Specification Clause 406. By Mechanical Means with all lead and lifts

T02-Ghasakheri to MDR 36A via Mahura and Sindhu

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

Crusher Run Macadam Base. Providing crushed run stone aggregate greading conforming to table 400.20 depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a three wheel 80-100 kN static roller as per MoRD Specification Clause 411 to form a layer of sub-base/base . By mix-in-place method. With 53 mm maximum size of aggregates

T02-Ghasakheri to MDR 36A via Mahura and Sindhu

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

Primer Coat. 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

T02-Ghasakheri to MDR 36A via Mahura and Sindhu

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

Tack Coat. Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRD Specification Clause 503.

T02-Ghasakheri to MDR 36A via Mahura and Sindhu

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

Bituminous Macadam. Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRD Specification Clause 504. Bitumen (VG-30) (Bitumen Content 3.30 to 3.50%)

T02-Ghasakheri to MDR 36A via Mahura and Sindhu

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth whelled, vibratory and tandem rollers to ahchieve the desired compaction as per MoSRTH Specifications Clause 508 complete in all respects. for Grading I ( 13 mm nominal size ) 60-70 grade

T02-Ghasakheri to MDR 36A via Mahura and Sindhu

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

Add extra for adding Shreaded Plastic Waste as per Guidelines envisaged in IRC:SP:98-2013 over Item No. 17.23, 17.24 & 17.26 @ 8% of the quantity of Bitumen by weight including mixing of aggregate and plastic waste in Hot Mix Plant( The Bitumen content will be as per respective Clause of MoRD Specifications)

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

Kilometre Stone. 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

5 Km stone (Precast)

Ordinary Km stone (Precast)

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T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

200 m stone (Precast)

T02-Ghasakheri to MDR 36A via Mahura and Sindhu

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

Supplying and fixing cut stone including earthwork, cement concrete 1 : 4 : 8 engraving letters and numerals, painting with enamel paint etc. complete as per IRC standard design.Guide Stone ( Size 20 x 15 x 120 cm )

T02-Ghasakheri to MDR 36A via Mahura and Sindhu

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

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

T02-Ghasakheri to MDR 36A via Mahura and Sindhu

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

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

T02-Ghasakheri to MDR 36A via Mahura and Sindhu

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

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

T02-Ghasakheri to MDR 36A via Mahura and Sindhu

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

Providing and Erecting typical Maintenance information Board as per approved drawing & specification of MORD made of MS sheet of 1.6 mm thick of size 900mm x 1500mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections 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.

For Flexible Pavement

T02-Ghasakheri to MDR 36A via Mahura and Sindhu

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

For Rigid Pavement

T02-Ghasakheri to MDR 36A via Mahura and Sindhu

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

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.

T02-Ghasakheri to MDR 36A via Mahura and Sindhu

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

Traffic Signs. Retro-reflectorised Traffic Signs. 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 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 801. 600 mm equilateral triangle

T02-Ghasakheri to MDR 36A via Mahura and Sindhu

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

Supply of Caution Diversion sign board size 1800 x 600 mm having centre height of 75 cm made out or 1.25 mm thick M.S. sheet duly framed with angle iron size 40 x 40 x 5 mm fixed on two moving wheels and stands, made out of 75 x 40 mm channel having two solid rubber wheels mounted on ball bearings, boards is processed in stoving enamel blue and machine cut sheet reflective letter and arrow on one side and the other side having arrow only complete in all respect.

T02-Ghasakheri to MDR 36A via Mahura and Sindhu

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

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

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

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

T02-Ghasakheri to MDR 36A via Mahura and Sindhu

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

Excavation for Structures. 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.

T02-Ghasakheri to MDR 36A via Mahura and Sindhu

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

Ordinary rock (not requiring blasting)

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

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

T02-Ghasakheri to MDR 36A via Mahura and Sindhu

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

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)

T02-Ghasakheri to MDR 36A via Mahura and Sindhu

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

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

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

Providing and laying reinforced cement concrete in superstructure as per drawing and MoRD specifications Clauses 800, 1205.4 and 1205.5 For height upto 5 m R.C.C M 25

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and MoRD specifications Clauses 1002, 1010 and 1202

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

Filler Joint. Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and MoRD specifications

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

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

T02-Ghasakheri to MDR 36A via Mahura and Sindhu

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

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. 300 mm dia

T02-Ghasakheri to MDR 36A via Mahura and Sindhu

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

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

T02-Ghasakheri to MDR 36A via Mahura and Sindhu

T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

Construction of un-reinforced, without dowel bar, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 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, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound and water finishing to lines and grade as per drawing and MoRD Specification Clause 1501 including vaccum dewatering process with all required equipments

T02-Ghasakheri to MDR 36A via Mahura and Sindhu

Providing and fixing of Reinforced Ferro cement Drain cover designed for class "AA" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti- corrosive bitumen painted M.S. plate Rim and on M.S. lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc. for drain Opeining Size 300 to 450 mm Standard Drain Cover Size 600mm x 800mm x 75mm

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T09-NH 162E to Bhansol via Palana kalan Chhoti kheri and Moti kheri

Providing, fabricating and lying form work of plastic cells made from reclaimed High Density Polythelene (HDPE) sheets of thickness 0.20mm to about 0.25mm or LDPE sheets of thickness 0.30mm to 0.35mm thickness, 100mm wide heat welded or stitched to form cell at 300mm interval and fixed with iron spikes of about 200mm long to keep the cell walls taut and with nylon threads to prevent collapse of the cell walls during placement of concrete, form work of cells should be so stiched to form a roll of cells of a pavement width 3.75m and has a length of 10m to 20m and successive rolls of cell to be stapled.

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Routine Maintenance after complition construction work

1st Year : 0.68%

2nd Year : 0.87%

3rd Year : 1.12%

4th Year : 1.31%

5th Year : 1.52%

Total Maintenance cost for 5 Years

SANDAL BUILDCON PVT LTD

VIPIN KUMAWAT

M/S Naresh Kumar Goyal

mahendra kumawat

M/S SHREE LAXMI LAL PATEL

Bhoora Ram Choudhary