Upgradation and Strengthening of under Package No. RJ-08-P3-07 in Bikaner District

Amount

Construction of reference bench mark (1 No.) working bench mark (4 Nos) and near all drainage strctures and briges (as per direction of Engineer-in-charge) reference pillar/ burjees @ 50m intarval on both side of fomation width including marking of centre line. setting out curves, recording of levels, white washing and lettering etc. complete as per MORD specification cl. 108.

Bikhnera to Sulera Km 0/0 to 3/0

Lunkaransar to Surnana Road Km 0/0 to 5/0

Clearing and grubbing road land incl. 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

Bikhnera to Sulera Km 0/0 to 3/0

Lunkaransar to Surnana Road Km 0/0 to 5/0

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.

Bikhnera to Sulera Km 0/0 to 3/0

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 MoRD Specification Clause 302.3

Lunkaransar to Surnana Road Km 0/0 to 5/0

Removal of blown sand including taking out and disposal of excavated material with lead up to 50Mtr. and lift up to 1.5 Mtr disposed soil to be levelled and neatly dressed.

Bikhnera to Sulera Km 0/0 to 3/0

Lunkaransar to Surnana Road Km 0/0 to 5/0

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

Bikhnera to Sulera Km 0/0 to 3/0

Lunkaransar to Surnana Road Km 0/0 to 5/0

By Mix in Place Method. Construction of granular sub-base by providing well graded material, 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

Bikhnera to Sulera Km 0/0 to 3/0

Lunkaransar to Surnana Road Km 0/0 to 5/0

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 with all leads.

Bikhnera to Sulera Km 0/0 to 3/0

Lunkaransar to Surnana Road Km 0/0 to 5/0

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 3 as per MoRD Specification Clause 405. Using Crusher Broken Aggregate By Manual Means

Bikhnera to Sulera Km 0/0 to 3/0

Lunkaransar to Surnana Road Km 0/0 to 5/0

Primer Coat Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface & spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRD Specification Clause 502

Bikhnera to Sulera Km 0/0 to 3/0

Lunkaransar to Surnana Road Km 0/0 to 5/0

Providing and applying tack coat with Bitumen VG-10 using bitumen pressure distributor at the rate of 0.35 to 0.45 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRD Specification Clause 503 and IRC-16-2008.

Bikhnera to Sulera Km 0/0 to 3/0

Lunkaransar to Surnana Road Km 0/0 to 5/0

Tack coat Providing and applying tack coat with Bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 to 0.40 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRD Specification Clause 503 and IRC-16-2008.

Bikhnera to Sulera Km 0/0 to 3/0

Bituminous Macadam Providing & 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 & alignment & rolled to achieve the desired compaction as per MoRD Specification Clause 504. Bitumen (VG-30).

Bikhnera to Sulera Km 0/0 to 3/0

Lunkaransar to Surnana Road Km 0/0 to 5/0

ADD extra for addig Shreaded plastic waste as per guilding envisaged in IRC :Sp: 1998- 2013 over item above @ 8% of the qty. of the bitumin by weight including mixing of agregate and plastic waste in HOT Mix plant (The bitumin Content will be as per respective clouse of Mord Speciation)

Bikhnera to Sulera Km 0/0 to 3/0

Lunkaransar to Surnana Road Km 0/0 to 5/0

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H Specifications Clause 509 complete in all respects for Grading-II(13 mm nominal size) 60-70 grade.

Bikhnera to Sulera Km 0/0 to 3/0

Lunkaransar to Surnana Road Km 0/0 to 5/0

CC Work (Pavement) 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.

Lunkaransar to Surnana Road Km 0/0 to 5/0

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

Lunkaransar to Surnana Road Km 0/0 to 5/0

Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and MoRD Specification Clause 1504with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004

Lunkaransar to Surnana Road Km 0/0 to 5/0

Add extra for dowel Bar for Cement Concrete Pavement as per drawing and MoRD Specification Clause 1501. Dowel bar 25 mm dia(3.854 kg/m) having a lenth of 0.50m @ 0.30m c/c at each joint.

Lunkaransar to Surnana Road Km 0/0 to 5/0

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. 300mm

Lunkaransar to Surnana Road Km 0/0 to 5/0

Shoulders BT (Pavement) Construction of granular sub-base by providing well graded material, 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 with all leads.

Lunkaransar to Surnana Road Km 0/0 to 5/0

Side Drain 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

Lunkaransar to Surnana Road Km 0/0 to 5/0

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

Lunkaransar to Surnana Road Km 0/0 to 5/0

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

Lunkaransar to Surnana Road Km 0/0 to 5/0

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and MoRD specifications Clauses 600, 1202 & 1203 .Brick masonry in 1:4 cement mortar

Lunkaransar to Surnana Road Km 0/0 to 5/0

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per MoRD specification Clauses 613.4 & 1204

Lunkaransar to Surnana Road Km 0/0 to 5/0

Protection Wall 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

Bikhnera to Sulera Km 0/0 to 3/0

Lunkaransar to Surnana Road Km 0/0 to 5/0

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

Bikhnera to Sulera Km 0/0 to 3/0

Lunkaransar to Surnana Road Km 0/0 to 5/0

Brick masonary work in cement mortar in foundation complete excluding pointing and plastering as per drawing and MoRD specifications clause 600, 1202 & 1203 in 1:4 cement mortar

Bikhnera to Sulera Km 0/0 to 3/0

Lunkaransar to Surnana Road Km 0/0 to 5/0

Plastering with cement mortar (1:4), 15 mm thick on brick work in substructure as per MoRD specification clause 613.4 & 1204

Bikhnera to Sulera Km 0/0 to 3/0

Lunkaransar to Surnana Road Km 0/0 to 5/0

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

Bikhnera to Sulera Km 0/0 to 3/0

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

Bikhnera to Sulera Km 0/0 to 3/0

Lunkaransar to Surnana Road Km 0/0 to 5/0

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 1301.

Bikhnera to Sulera Km 0/0 to 3/0

Road Furniture Providing and fixing of PMGSY logo with definition plate (as per MORD design/drawing) 2mm thick MS plate framed to angle Iron 40x40x6mm including orange luminous colour paint on logo, size of diamand plate 600x600mm definition plate 900x250mm supported on MS post of angle Iron of size 65x65x6mm, 3m long stove enameled paint with hold fastfirmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1700

Bikhnera to Sulera Km 0/0 to 3/0

Lunkaransar to Surnana Road Km 0/0 to 5/0

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

Bikhnera to Sulera Km 0/0 to 3/0

Lunkaransar to Surnana Road Km 0/0 to 5/0

Providing and Erecting typical Citizen's information Board as per approved drawing & specification of MORD made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm 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.

Bikhnera to Sulera Km 0/0 to 3/0

Lunkaransar to Surnana Road Km 0/0 to 5/0

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

5th Kilimeter Stone

Lunkaransar to Surnana Road Km 0/0 to 5/0

Ordinary Kilometre Stone

Bikhnera to Sulera Km 0/0 to 3/0

Lunkaransar to Surnana Road Km 0/0 to 5/0

200 m stone (precast)

Bikhnera to Sulera Km 0/0 to 3/0

Lunkaransar to Surnana Road Km 0/0 to 5/0

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 triagle

Bikhnera to Sulera Km 0/0 to 3/0

Lunkaransar to Surnana Road Km 0/0 to 5/0

900 mm side octagon

Bikhnera to Sulera Km 0/0 to 3/0

Lunkaransar to Surnana Road Km 0/0 to 5/0

600 mm circular Stop Sign at Speed Breakers

Bikhnera to Sulera Km 0/0 to 3/0

Lunkaransar to Surnana Road Km 0/0 to 5/0

600 mm x 450 mm rectangular

Bikhnera to Sulera Km 0/0 to 3/0

Lunkaransar to Surnana Road Km 0/0 to 5/0

Add extra for providing & fixing defination plate size 600 mm x 400 mm including all letters with above specifications

Lunkaransar to Surnana Road Km 0/0 to 5/0

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. size more than 0.9 sqm size board

Bikhnera to Sulera Km 0/0 to 3/0

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 MoRD Specification Clause 1701 upto 0.9 sqm size board

Lunkaransar to Surnana Road Km 0/0 to 5/0

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.

Bikhnera to Sulera Km 0/0 to 3/0

Lunkaransar to Surnana Road Km 0/0 to 5/0

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, 3.70 meter wide and 10 cm high for general traffic

Bikhnera to Sulera Km 0/0 to 3/0

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

Bikhnera to Sulera Km 0/0 to 3/0

Lunkaransar to Surnana Road Km 0/0 to 5/0

P&F delinator with 30 cm outer dia RCC Hume pipe NP-2 (Asn per IS 458/1971) pipe 1.0 M long 40 cm enbeded in cement concrete (1:4:8) block of size 50x50x40 cm including excevation upto 40 cm depth.the inside of pipe shall be filed with CC (1:4:8) stone grit max size 20 mm or lesser to the top with semicircular humping. The pipe shall be painted white/Black with enmale paint with red dots 2 nos. on each side

Lunkaransar to Surnana Road Km 0/0 to 5/0

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.

Bikhnera to Sulera Km 0/0 to 3/0

Lunkaransar to Surnana Road Km 0/0 to 5/0

Annual maintenance charges on prorata basis as per fixed Percentage basis

1st year - 0.68%

2nd year - 0.87%

3rd year - 1.12%

4th year - 1.31%

5th year - 1.52%

M/s Prathvi Singh Contractor

M/S Bahadur Ram Tola Ram

Shri Ganpati Construction Company