Rural Works Department Tender

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Rural Works Department Tender

Works

Bridge Construction

Civil And Construction

Drainage Work

Eprocure

Opening Date20 Mar 2025

Closing Date26 Mar 2025

Tender Amount₹ 25,64,04,076

Email

Download

Costs

EMD
₹ 35,65,000
Document Cost
₹ 10,000
Tender Fee
Refer Documents

Summary

Initial Rectification, Minor Improvement, Surface Renewal, Construction Of Bridge/drainage /protection And Operation & Management (o&m) For Rural Road Under Mukhya Mantri Gramin Sadak Unnayan Yojana

Description

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Contact

Tender Id
2025_RWD_139763_1
Bid Award Id
View
Tender No
RRSMP/24-25 Marhaura/07
Tender Authority
Rural Works Department View
Purchaser Address
-

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Documents

Tender Notice-16.1 MBTendernotice_1.pdf

NIT

BOQ-11.0 MBBOQ_218241.xls

BOQ

Document-214.7 MBCMBD_RRSMP1.pdf

CMBD

Document-146.0 kBTender_Detail_2025...Tender_Detail_2025_RWD_139763_1.html

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BOQ Items

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Quantity-

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Amount -

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Pavement Quality Concrete (PQC) :- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Quantity275.86

Rate7251

Amount 2000335.34

Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.

Quantity-

Rate-

Amount -

Km stone

Quantity2

Rate2778

Amount 5556.18

200 m stone

Quantity2

Rate767

Amount 1534.3

Retro-reflectorised Traffic SignsProviding 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 Technical Specification Clause 1701.

Quantity0.96

Rate13547

Amount 13005.56

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 Technical Specification Clause 801

Quantity-

Rate-

Amount -

600 mm equilateral & triangle

Quantity4

Rate3317

Amount 13269.2

600 mm circular

Quantity2

Rate4716

Amount 9432.5

600 mm x 450 mm rectangular

Quantity2

Rate4573

Amount 9146.1

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity-

Rate-

Amount -

Pedestrian Crossing(2 m in length and providing at 50 cm apart)

Quantity7.2

Rate644

Amount 4637.09

At Edge for New & Old CC Portion

Quantity110

Rate738

Amount 81253.7

Providing and fixing of typical MMGSUY 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

Quantity3

Rate10159

Amount 30477.72

Renewal coat

Quantity-

Rate-

Amount -

Edge for CC Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity110

Rate738

Amount 81253.7

1% LABOUR CESS

Quantity1

Rate22885

Amount 22885.54

Seigniorage Fee

Quantity1

Rate30421

Amount 30421.15

18 % GST

Quantity1

Rate421534

Amount 421534.98

6 YEAR MAINTENANCE COST

Quantity-

Rate-

Amount -

I st Year

Quantity1

Rate68500

Amount 68500

II rd Year

Quantity1

Rate79200

Amount 79200

III th Year

Quantity1

Rate79000

Amount 79000

IV th Year

Quantity1

Rate83600

Amount 83600

VI th Year

Quantity1

Rate54900

Amount 54900

VII th Year

Quantity1

Rate55500

Amount 55500

1% LABOUR CESS

Quantity1

Rate4207

Amount 4207

Seigniorage Fee

Quantity1

Rate883

Amount 883.38

18 % GST

Quantity1

Rate76642

Amount 76642.27

Andharbari To Madhopur

Quantity-

Rate-

Amount -

Clearing and Grubbing :- Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I

Quantity0.83

Rate73248

Amount 60796.46

Construction of Subgrade And Earthen Shoulders :- 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.

Quantity2249.25

Rate244

Amount 548861.99

Granular Sub-base with Well Graded Material(Grade II) :- 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.

Quantity96.11

Rate2686

Amount 258167.8

Water Bound Macadam Gr III :- 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.

Quantity158.22

Rate5436

Amount 860227.9

Prime 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 Technical Specification Clause 502.

Quantity3299.24

Rate55

Amount 181524.18

Tack Coat :- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.

Quantity9906.75

Rate18

Amount 187435.71

Semi Dense Bituminous Concrete :- 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.

Quantity247.68

Rate13313

Amount 3297609.04

Pavement Quality Concrete (PQC) :- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Quantity1005.14

Rate7251

Amount 7288541.53

Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.

Quantity-

Rate-

Amount -

Km stone

Quantity6

Rate2778

Amount 16668.54

200 m stone

Quantity18

Rate767

Amount 13808.7

Retro-reflectorised Traffic SignsProviding 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 Technical Specification Clause 1701.

Quantity1.92

Rate13547

Amount 26011.12

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 Technical Specification Clause 801

Quantity-

Rate-

Amount -

600 mm equilateral & triangle

Quantity12

Rate3317

Amount 39807.6

600 mm circular

Quantity8

Rate4716

Amount 37730

600 mm x 450 mm rectangular

Quantity10

Rate4573

Amount 45730.5

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

Quantity104

Rate666

Amount 69318.08

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701

Quantity33670

Rate-

Amount 24579.1

Planting of Trees and their Maintenance for one Year :- Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year

Quantity130

Rate1221

Amount 158811.9

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity-

Rate-

Amount -

At Edge for BT Portion

Quantity518

Rate644

Amount 333612.72

Pedestrian Crossing(2 m in length and providing at 50 cm apart)

Quantity10.8

Rate644

Amount 6955.63

At Edge for New & Old CC Portion

Quantity400.8

Rate738

Amount 296058.94

Providing and fixing of typical MMGSUY 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

Quantity4

Rate10159

Amount 40636.96

BOX CULVERT

Quantity-

Rate-

Amount -

Foundation

Quantity-

Rate-

Amount -

Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104

Quantity754.16

Rate386

Amount 291505.46

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade

Quantity48.24

Rate6556

Amount 316279.77

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20 Grade

Quantity183.75

Rate7482

Amount 1374951.64

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

Quantity12.86

Rate66260

Amount 852106.82

Sub Structure

Quantity-

Rate-

Amount -

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC M-20 Grade

Quantity90.27

Rate7482

Amount 675466.04

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 technical specification Clauses 614, 709, 1204.3.7

Quantity276

Rate260

Amount 71886.96

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC M-25 Grade

Quantity104.83

Rate8030

Amount 841856.18

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

Quantity10.03

Rate66465

Amount 666646.46

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (With Sandy Materials )

Quantity262.41

Rate2449

Amount 642768.05

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8

Quantity122.98

Rate4241

Amount 521625.82

Superstructure

Quantity-

Rate-

Amount -

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-30 Grade

Quantity47.43

Rate8691

Amount 412258.24

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

Quantity4.03

Rate67941

Amount 273803.72

Parapet Construction Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M20 )

Quantity21.94

Rate7482

Amount 164171.1

Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity151.04

Rate128

Amount 19342.18

Drainage spouts complete as per drawing and technical specifications Clause 1209

Quantity20

Rate1237

Amount 24742.2

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Quantity9.96

Rate12878

Amount 128270.46

Approch slab : Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-30 Grade

Quantity63

Rate12089

Amount 761607

PCC M15 Ordinary grade (1:2.5:5 ) levelling course below approach slab complete as per drawing and technical specifications clauses 800 and 1211.

Quantity31.5

Rate7105

Amount 223825.14

Protection work

Quantity-

Rate-

Amount -

Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104

Quantity331.15

Rate386

Amount 127999.41

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 technical specifications Clause 1301

Quantity36.48

Rate4376

Amount 159639.03

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade Curtain wall

Quantity7.4

Rate6556

Amount 48517.21

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20 Grade

Quantity45.1

Rate7482

Amount 337471.12

PARAPET REPAIR

Quantity-

Rate-

Amount -

Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4

Quantity12.28

Rate5924

Amount 72748.19

Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications

Quantity132.8

Rate188

Amount 25059.36

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity132.8

Rate128

Amount 17006.37

300MM Irrigation Pipe

Quantity-

Rate-

Amount -

Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.

Quantity60

Rate978

Amount 58691.4

Renewal coat

Quantity-

Rate-

Amount -

Tack Coat::-Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.25kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.

Quantity9906.75

Rate15

Amount 156526.65

Semi-Dense Bituminous Concrete:-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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.

Quantity247.67

Rate13313

Amount 3297475.9

Edge for BT Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity518

Rate644

Amount 333612.72

Edge for CC Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity400.8

Rate738

Amount 296058.94

1% LABOUR CESS

Quantity1

Rate269867

Amount 269867.13

Seigniorage Fee

Quantity1

Rate276822

Amount 276822.02

18 % GST

Quantity1

Rate4956012

Amount 4956012.36

6 YEAR MAINTENANCE COST

Quantity-

Rate-

Amount -

I st Year

Quantity1

Rate438900

Amount 438900

II rd Year

Quantity1

Rate574700

Amount 574700

III th Year

Quantity1

Rate582800

Amount 582800

IV th Year

Quantity1

Rate510400

Amount 510400

VI th Year

Quantity1

Rate355000

Amount 355000

VII th Year

Quantity1

Rate399600

Amount 399600

1% LABOUR CESS

Quantity1

Rate28614

Amount 28614

Seigniorage Fee

Quantity1

Rate6744

Amount 6744.55

18 % GST

Quantity1

Rate521416

Amount 521416.54

SH 104 Near Petrol Pump To Noniya Toli Dihpar and Shanwajbajpur Rajdhani Thak

Quantity-

Rate-

Amount -

Clearing and Grubbing :- Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I

Quantity0.18

Rate73248

Amount 13184.78

Box Cutting :- Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Quantity216.31

Rate95

Amount 20759.27

Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per Technical Specification Clause 301.5 .

Quantity-

Rate-

Amount -

For 100 M Lead

Quantity129.79

Rate75

Amount 9792.66

Construction of Subgrade And Earthen Shoulders :- 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.

Quantity536.5

Rate244

Amount 130916.73

Granular Sub-base with Well Graded Material(Grade II) :- 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.

Quantity150.86

Rate2686

Amount 405235.61

Water Bound Macadam Gr III :- 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.

Quantity57.38

Rate5436

Amount 311969.9

Prime 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 Technical Specification Clause 502.

Quantity2478.6

Rate55

Amount 136372.57

Tack Coat :- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.

Quantity2478.6

Rate18

Amount 46895.11

Semi Dense Bituminous Concrete :- 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.

Quantity51.64

Rate13313

Amount 687534.44

Pavement Quality Concrete (PQC) :- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Quantity238.92

Rate7251

Amount 1732473.43

Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.

Quantity-

Rate-

Amount -

Km stone

Quantity2

Rate2778

Amount 5556.18

200 m stone

Quantity4

Rate767

Amount 3068.6

Retro-reflectorised Traffic SignsProviding 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 Technical Specification Clause 1701.

Quantity0.96

Rate13547

Amount 13005.56

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 Technical Specification Clause 801

Quantity-

Rate-

Amount -

600 mm equilateral & triangle

Quantity5

Rate3317

Amount 16586.5

600 mm circular

Quantity3

Rate4716

Amount 14148.75

600 mm x 450 mm rectangular

Quantity5

Rate4573

Amount 22865.25

900 mm side octagon

Quantity1

Rate9001

Amount 9001.22

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

Quantity11

Rate666

Amount 7331.72

Planting of Trees and their Maintenance for one Year :- Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year

Quantity27

Rate1221

Amount 32984.01

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity-

Rate-

Amount -

At Edge for BT Portion

Quantity108

Rate644

Amount 69556.32

Pedestrian Crossing(2 m in length and providing at 50 cm apart)

Quantity9

Rate644

Amount 5796.36

At Edge for New & Old CC Portion

Quantity92

Rate738

Amount 67957.64

Providing and fixing of typical MMGSUY 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

Quantity4

Rate10159

Amount 40636.96

HUME PIPE CULVERT

Quantity-

Rate-

Amount -

Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104

Quantity62.51

Rate386

Amount 24161.99

Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.

Quantity8.52

Rate527

Amount 4490.81

Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Quantity11.25

Rate6556

Amount 73759.28

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M20 )

Quantity64.08

Rate7482

Amount 479493.34

HPC-1000 mm-Providing and laying RCC pipe NP-3 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106

Quantity7.5

Rate7328

Amount 54961.05

HPC-600 mm-Providing and laying RCC pipe NP-3 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106

Quantity15

Rate3097

Amount 46462.35

Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity45.6

Rate128

Amount 5839.54

300MM Irrigation Pipe

Quantity-

Rate-

Amount -

Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.

Quantity22.5

Rate978

Amount 22009.28

Renewal coat

Quantity-

Rate-

Amount -

Tack Coat::-Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.25kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.

Quantity2065.5

Rate15

Amount 32634.9

Semi-Dense Bituminous Concrete:-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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.

Quantity51.64

Rate13313

Amount 687534.44

Edge for BT Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity108

Rate644

Amount 69556.32

Edge for CC Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity92

Rate738

Amount 67957.64

1% LABOUR CESS

Quantity1

Rate53725

Amount 53725.1

Seigniorage Fee

Quantity1

Rate63168

Amount 63168.82

18 % GST

Quantity1

Rate988092

Amount 988092.76

6 YEAR MAINTENANCE COST

Quantity-

Rate-

Amount -

I st Year

Quantity1

Rate95200

Amount 95200

II rd Year

Quantity1

Rate100400

Amount 100400

III th Year

Quantity1

Rate105300

Amount 105300

IV th Year

Quantity1

Rate110300

Amount 110300

VI th Year

Quantity1

Rate77700

Amount 77700

VII th Year

Quantity1

Rate87200

Amount 87200

1% LABOUR CESS

Quantity1

Rate5761

Amount 5761

Seigniorage Fee

Quantity1

Rate1406

Amount 1406.2

18 % GST

Quantity1

Rate104988

Amount 104988.1

House of Ramraj Ram To P M G S Y Road

Quantity-

Rate-

Amount -

Clearing and Grubbing :- Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I

Quantity0.11

Rate73248

Amount 8057.36

Construction of Subgrade And Earthen Shoulders :- 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.

Quantity292

Rate244

Amount 71253.84

Prime 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 Technical Specification Clause 502.

Quantity1300.5

Rate55

Amount 71553.51

Tack Coat :- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.

Quantity1300.5

Rate18

Amount 24605.46

Semi Dense Bituminous Concrete :- 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.

Quantity32.52

Rate13313

Amount 432970.95

Pavement Quality Concrete (PQC) :- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Quantity125.39

Rate7251

Amount 909236.75

Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.

Quantity-

Rate-

Amount -

Km stone

Quantity2

Rate2778

Amount 5556.18

200 m stone

Quantity2

Rate767

Amount 1534.3

Retro-reflectorised Traffic SignsProviding 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 Technical Specification Clause 1701.

Quantity0.96

Rate13547

Amount 13005.56

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 Technical Specification Clause 801

Quantity-

Rate-

Amount -

600 mm equilateral & triangle

Quantity4

Rate3317

Amount 13269.2

600 mm circular

Quantity2

Rate4716

Amount 9432.5

600 mm x 450 mm rectangular

Quantity2

Rate4573

Amount 9146.1

900 mm side octagon

Quantity1

Rate9001

Amount 9001.22

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

Quantity8

Rate666

Amount 5332.16

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701

Quantity340

Rate-

Amount 248.2

Planting of Trees and their Maintenance for one Year :- Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year

Quantity17

Rate1221

Amount 20767.71

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity-

Rate-

Amount -

At Edge for BT Portion

Quantity68

Rate644

Amount 43794.72

Pedestrian Crossing(2 m in length and providing at 50 cm apart)

Quantity7.2

Rate644

Amount 4637.09

At Edge for New & Old CC Portion

Quantity50

Rate738

Amount 36933.5

Providing and fixing of typical MMGSUY 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

Quantity4

Rate10159

Amount 40636.96

PARAPET REPAIR

Quantity-

Rate-

Amount -

Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4

Quantity3.07

Rate5924

Amount 18187.05

Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications

Quantity21.44

Rate188

Amount 4045.73

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity21.44

Rate128

Amount 2745.61

Renewal coat

Quantity-

Rate-

Amount -

Tack Coat::-Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.25kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.

Quantity1300.5

Rate15

Amount 20547.9

Semi-Dense Bituminous Concrete:-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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.

Quantity32.51

Rate13313

Amount 432837.81

Edge for BT Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity68

Rate644

Amount 43794.72

Edge for CC Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity50

Rate738

Amount 36933.5

1% LABOUR CESS

Quantity1

Rate22900

Amount 22900.61

Seigniorage Fee

Quantity1

Rate22796

Amount 22796.6

18 % GST

Quantity1

Rate420436

Amount 420436.54

6 YEAR MAINTENANCE COST

Quantity-

Rate-

Amount -

I st Year

Quantity1

Rate56300

Amount 56300

II rd Year

Quantity1

Rate59400

Amount 59400

III th Year

Quantity1

Rate62600

Amount 62600

IV th Year

Quantity1

Rate65700

Amount 65700

VI th Year

Quantity1

Rate45300

Amount 45300

VII th Year

Quantity1

Rate51200

Amount 51200

1% LABOUR CESS

Quantity1

Rate3405

Amount 3405

Seigniorage Fee

Quantity1

Rate885

Amount 885.38

18 % GST

Quantity1

Rate62062

Amount 62062.27

SH 73 To Nanandanpur Chat ghat Via nandanpur

Quantity-

Rate-

Amount -

Clearing and Grubbing :- Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I

Quantity0.12

Rate73248

Amount 8789.85

Box Cutting :- Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Quantity125.79

Rate95

Amount 12072.07

Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per Technical Specification Clause 301.5 .

Quantity-

Rate-

Amount -

For 100 M Lead

Quantity75.47

Rate75

Amount 5694.21

Construction of Subgrade And Earthen Shoulders :- 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.

Quantity364.73

Rate244

Amount 89001.41

Granular Sub-base with Well Graded Material(Grade II) :- 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.

Quantity76.12

Rate2686

Amount 204471.26

Water Bound Macadam Gr III :- 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.

Quantity67.42

Rate5436

Amount 366556.47

Pavement Quality Concrete (PQC) :- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Quantity486.98

Rate7251

Amount 3531223.46

Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.

Quantity-

Rate-

Amount -

Km stone

Quantity2

Rate2778

Amount 5556.18

200 m stone

Quantity4

Rate767

Amount 3068.6

Retro-reflectorised Traffic SignsProviding 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 Technical Specification Clause 1701.

Quantity0.96

Rate13547

Amount 13005.56

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 Technical Specification Clause 801

Quantity-

Rate-

Amount -

600 mm equilateral & triangle

Quantity5

Rate3317

Amount 16586.5

600 mm circular

Quantity3

Rate4716

Amount 14148.75

600 mm x 450 mm rectangular

Quantity4

Rate4573

Amount 18292.2

900 mm side octagon

Quantity1

Rate9001

Amount 9001.22

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

Quantity10

Rate666

Amount 6665.2

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity-

Rate-

Amount -

Pedestrian Crossing(2 m in length and providing at 50 cm apart)

Quantity9

Rate644

Amount 5796.36

At Edge for New & Old CC Portion

Quantity195

Rate738

Amount 144040.65

Providing and fixing of typical MMGSUY 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

Quantity3

Rate10159

Amount 30477.72

HUME PIPE CULVERT

Quantity-

Rate-

Amount -

Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104

Quantity31.19

Rate386

Amount 12055.87

Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.

Quantity4.1

Rate527

Amount 2161.07

Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Quantity5.55

Rate6556

Amount 36387.91

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M20 )

Quantity33.74

Rate7482

Amount 252467.31

HPC-1000 mm-Providing and laying RCC pipe NP-3 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106

Quantity10

Rate7328

Amount 73281.4

Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity20.64

Rate128

Amount 2643.16

Dismanteling

Quantity-

Rate-

Amount -

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

Quantity-

Rate-

Amount -

Cement Concrete

Quantity0.81

Rate650

Amount 526.78

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

Quantity-

Rate-

Amount -

Cement mortar

Quantity30.69

Rate302

Amount 9282.8

Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.

Quantity-

Rate-

Amount -

Above 600 mm to 900 mm dia Hume pipe

Quantity5

Rate339

Amount 1696

Renewal coat

Quantity-

Rate-

Amount -

Edge for CC Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity195

Rate738

Amount 144040.65

1% LABOUR CESS

Quantity1

Rate50189

Amount 50189.68

Seigniorage Fee

Quantity1

Rate72956

Amount 72956.44

18 % GST

Quantity1

Rate925580

Amount 925580.5

6 YEAR MAINTENANCE COST

Quantity-

Rate-

Amount -

I st Year

Quantity1

Rate39400

Amount 39400

II rd Year

Quantity1

Rate48500

Amount 48500

III th Year

Quantity1

Rate50800

Amount 50800

IV th Year

Quantity1

Rate56200

Amount 56200

VI th Year

Quantity1

Rate35900

Amount 35900

VII th Year

Quantity1

Rate41500

Amount 41500

1% LABOUR CESS

Quantity1

Rate2723

Amount 2723

Seigniorage Fee

Quantity1

Rate2465

Amount 2465.44

18 % GST

Quantity1

Rate49947

Amount 49947.92

House of Nathuni Rai To House of Bhagat Sahsni

Quantity-

Rate-

Amount -

Clearing and Grubbing :- Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I

Quantity0.06

Rate73248

Amount 4394.93

Construction of Subgrade And Earthen Shoulders :- 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.

Quantity125

Rate244

Amount 30502.5

Pavement Quality Concrete (PQC) :- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Quantity250.79

Rate7251

Amount 1818546

Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.

Quantity-

Rate-

Amount -

Km stone

Quantity2

Rate2778

Amount 5556.18

200 m stone

Quantity2

Rate767

Amount 1534.3

Retro-reflectorised Traffic SignsProviding 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 Technical Specification Clause 1701.

Quantity0.96

Rate13547

Amount 13005.56

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 Technical Specification Clause 801

Quantity-

Rate-

Amount -

600 mm equilateral & triangle

Quantity2

Rate3317

Amount 6634.6

600 mm circular

Quantity2

Rate4716

Amount 9432.5

600 mm x 450 mm rectangular

Quantity2

Rate4573

Amount 9146.1

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

Quantity8

Rate666

Amount 5332.16

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity-

Rate-

Amount -

Pedestrian Crossing(2 m in length and providing at 50 cm apart)

Quantity3.6

Rate644

Amount 2318.54

At Edge for New & Old CC Portion

Quantity100

Rate738

Amount 73867

Providing and fixing of typical MMGSUY 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

Quantity3

Rate10159

Amount 30477.72

PARAPET REPAIR

Quantity-

Rate-

Amount -

Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4

Quantity3.07

Rate5924

Amount 18187.05

Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications

Quantity21.44

Rate188

Amount 4045.73

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity21.44

Rate128

Amount 2745.61

Renewal coat

Quantity-

Rate-

Amount -

Edge for CC Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity100

Rate738

Amount 73867

1% LABOUR CESS

Quantity1

Rate21095

Amount 21095.76

Seigniorage Fee

Quantity1

Rate29954

Amount 29954.79

18 % GST

Quantity1

Rate388912

Amount 388912.84

6 YEAR MAINTENANCE COST

Quantity-

Rate-

Amount -

I st Year

Quantity1

Rate66700

Amount 66700

II rd Year

Quantity1

Rate73800

Amount 73800

III th Year

Quantity1

Rate74100

Amount 74100

IV th Year

Quantity1

Rate78100

Amount 78100

VI th Year

Quantity1

Rate51700

Amount 51700

VII th Year

Quantity1

Rate52600

Amount 52600

1% LABOUR CESS

Quantity1

Rate3970

Amount 3970

Seigniorage Fee

Quantity1

Rate821

Amount 821.66

18 % GST

Quantity1

Rate72322

Amount 72322.5

S.H 73 Pachbhinda pokher To yadav tola tak

Quantity-

Rate-

Amount -

Clearing and Grubbing :- Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I

Quantity0.16

Rate73248

Amount 11719.8

Box Cutting :- Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Quantity170.63

Rate95

Amount 16375.36

Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per Technical Specification Clause 301.5 .

Quantity-

Rate-

Amount -

For 100 M Lead

Quantity102.38

Rate75

Amount 7724.57

Construction of Subgrade And Earthen Shoulders :- 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.

Quantity325

Rate244

Amount 79306.5

Granular Sub-base with Well Graded Material(Grade II) :- 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.

Quantity99.45

Rate2686

Amount 267139.61

Water Bound Macadam Gr III :- 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.

Quantity74.59

Rate5436

Amount 405539.12

Pavement Quality Concrete (PQC) :- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Quantity652.04

Rate7251

Amount 4728118.09

Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.

Quantity-

Rate-

Amount -

Km stone

Quantity3

Rate2778

Amount 8334.27

200 m stone

Quantity5

Rate767

Amount 3835.75

Retro-reflectorised Traffic SignsProviding 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 Technical Specification Clause 1701.

Quantity0.96

Rate13547

Amount 13005.56

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 Technical Specification Clause 801

Quantity-

Rate-

Amount -

600 mm equilateral & triangle

Quantity6

Rate3317

Amount 19903.8

600 mm circular

Quantity3

Rate4716

Amount 14148.75

600 mm x 450 mm rectangular

Quantity4

Rate4573

Amount 18292.2

900 mm side octagon

Quantity1

Rate9001

Amount 9001.22

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

Quantity8

Rate666

Amount 5332.16

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity-

Rate-

Amount -

At Edge for BT Portion

Quantity-

Rate-

Amount -

Pedestrian Crossing(2 m in length and providing at 50 cm apart)

Quantity3.6

Rate644

Amount 2318.54

At Edge for New & Old CC Portion

Quantity260

Rate738

Amount 192054.2

Providing and fixing of typical MMGSUY 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

Quantity3

Rate10159

Amount 30477.72

BOX CULVERT

Quantity-

Rate-

Amount -

Foundation

Quantity-

Rate-

Amount -

Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104

Quantity96.59

Rate386

Amount 37334.93

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade

Quantity6.72

Rate6556

Amount 44058.87

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20 Grade

Quantity23.61

Rate7482

Amount 176667.26

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

Quantity1.65

Rate66260

Amount 109329.41

Sub Structure

Quantity-

Rate-

Amount -

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC M-20 Grade

Quantity11.13

Rate7482

Amount 83282.78

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 technical specification Clauses 614, 709, 1204.3.7

Quantity36

Rate260

Amount 9376.56

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC M-25 Grade

Quantity13.86

Rate8030

Amount 111305.22

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

Quantity1.34

Rate66465

Amount 89063.44

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (With Sandy Materials )

Quantity32.41

Rate2449

Amount 79387.65

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8

Quantity22.42

Rate4241

Amount 95095.55

Superstructure

Quantity-

Rate-

Amount -

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-30 Grade

Quantity5.81

Rate8691

Amount 50500.11

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

Quantity0.49

Rate67941

Amount 33291.27

Parapet Construction Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M20 )

Quantity3.12

Rate7482

Amount 23346.12

Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity21.76

Rate128

Amount 2786.59

Drainage spouts complete as per drawing and technical specifications Clause 1209

Quantity4

Rate1237

Amount 4948.44

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Quantity1.41

Rate12878

Amount 18158.77

Approch slab : Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-30 Grade

Quantity9

Rate12089

Amount 108801

PCC M15 Ordinary grade (1:2.5:5 ) levelling course below approach slab complete as per drawing and technical specifications clauses 800 and 1211.

Quantity4.5

Rate7105

Amount 31975.02

300MM Irrigation Pipe

Quantity-

Rate-

Amount -

Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.

Quantity22.5

Rate978

Amount 22009.28

Renewal coat

Quantity-

Rate-

Amount -

Edge for CC Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity260

Rate738

Amount 192054.2

1% LABOUR CESS

Quantity1

Rate71554

Amount 71554.85

Seigniorage Fee

Quantity1

Rate97218

Amount 97218.83

18 % GST

Quantity1

Rate1318366

Amount 1318366.6

6 YEAR MAINTENANCE COST

Quantity-

Rate-

Amount -

I st Year

Quantity1

Rate38100

Amount 38100

II rd Year

Quantity1

Rate38600

Amount 38600

III th Year

Quantity1

Rate50300

Amount 50300

IV th Year

Quantity1

Rate57700

Amount 57700

VI th Year

Quantity1

Rate36500

Amount 36500

VII th Year

Quantity1

Rate43100

Amount 43100

1% LABOUR CESS

Quantity1

Rate2643

Amount 2643

Seigniorage Fee

Quantity1

Rate2300

Amount 2300.56

18 % GST

Quantity1

Rate48463

Amount 48463.84

Pachbhinda Mukhya Sadak (hanuman mandir) To Nahar Tak Awam Anusuchit Jati Belahari

Quantity-

Rate-

Amount -

Clearing and Grubbing :- Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I

Quantity0.38

Rate73248

Amount 27834.53

Construction of Subgrade And Earthen Shoulders :- 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.

Quantity1074

Rate244

Amount 262077.48

Granular Sub-base with Well Graded Material(Grade II) :- 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.

Quantity98.86

Rate2686

Amount 265554.77

Water Bound Macadam Gr III :- 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.

Quantity71.55

Rate5436

Amount 389010.91

Prime 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 Technical Specification Clause 502.

Quantity1642.48

Rate55

Amount 90369.25

Tack Coat :- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.

Quantity5278.5

Rate18

Amount 99869.22

Semi Dense Bituminous Concrete :- 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.

Quantity131.97

Rate13313

Amount 1757047.26

Pavement Quality Concrete (PQC) :- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Quantity282.61

Rate7251

Amount 2049281.41

Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.

Quantity-

Rate-

Amount -

Km stone

Quantity3

Rate2778

Amount 8334.27

200 m stone

Quantity8

Rate767

Amount 6137.2

Retro-reflectorised Traffic SignsProviding 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 Technical Specification Clause 1701.

Quantity1.92

Rate13547

Amount 26011.12

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 Technical Specification Clause 801

Quantity-

Rate-

Amount -

600 mm equilateral & triangle

Quantity6

Rate3317

Amount 19903.8

600 mm circular

Quantity4

Rate4716

Amount 18865

600 mm x 450 mm rectangular

Quantity4

Rate4573

Amount 18292.2

900 mm side octagon

Quantity1

Rate9001

Amount 9001.22

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

Quantity24

Rate666

Amount 15996.48

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701

Quantity4140

Rate-

Amount 3022.2

Planting of Trees and their Maintenance for one Year :- Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year

Quantity69

Rate1221

Amount 84292.47

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity-

Rate-

Amount -

At Edge for BT Portion

Quantity276

Rate644

Amount 177755.04

Pedestrian Crossing(2 m in length and providing at 50 cm apart)

Quantity3.6

Rate644

Amount 2318.54

At Edge for New & Old CC Portion

Quantity114

Rate738

Amount 84208.38

Providing and fixing of typical MMGSUY 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

Quantity4

Rate10159

Amount 40636.96

BOX CULVERT

Quantity-

Rate-

Amount -

Foundation

Quantity-

Rate-

Amount -

Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104

Quantity96.59

Rate386

Amount 37334.93

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade

Quantity6.72

Rate6556

Amount 44058.87

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20 Grade

Quantity23.61

Rate7482

Amount 176667.26

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

Quantity1.65

Rate66260

Amount 109329.41

Sub Structure

Quantity-

Rate-

Amount -

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC M-20 Grade

Quantity11.13

Rate7482

Amount 83282.78

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 technical specification Clauses 614, 709, 1204.3.7

Quantity36

Rate260

Amount 9376.56

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC M-25 Grade

Quantity13.86

Rate8030

Amount 111305.22

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

Quantity1.34

Rate66465

Amount 89063.44

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (With Sandy Materials )

Quantity32.41

Rate2449

Amount 79387.65

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8

Quantity22.42

Rate4241

Amount 95095.55

Superstructure

Quantity-

Rate-

Amount -

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-30 Grade

Quantity5.81

Rate8691

Amount 50500.11

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

Quantity0.49

Rate67941

Amount 33291.27

Parapet Construction Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M20 )

Quantity3.12

Rate7482

Amount 23346.12

Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity21.76

Rate128

Amount 2786.59

Drainage spouts complete as per drawing and technical specifications Clause 1209

Quantity4

Rate1237

Amount 4948.44

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Quantity1.41

Rate12878

Amount 18158.77

Approch slab : Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-30 Grade

Quantity9

Rate12089

Amount 108801

PCC M15 Ordinary grade (1:2.5:5 ) levelling course below approach slab complete as per drawing and technical specifications clauses 800 and 1211.

Quantity4.5

Rate7105

Amount 31975.02

PARAPET REPAIR

Quantity-

Rate-

Amount -

Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications

Quantity37.12

Rate188

Amount 7004.54

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity37.12

Rate128

Amount 4753.59

300MM Irrigation Pipe

Quantity-

Rate-

Amount -

Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.

Quantity30

Rate978

Amount 29345.7

Renewal coat

Quantity-

Rate-

Amount -

Tack Coat::-Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.25kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.

Quantity5278.5

Rate15

Amount 83400.3

Semi-Dense Bituminous Concrete:-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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.

Quantity131.96

Rate13313

Amount 1756914.12

Edge for BT Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity276

Rate644

Amount 177755.04

Edge for CC Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity114

Rate738

Amount 84208.38

1% LABOUR CESS

Quantity1

Rate87080

Amount 87080.13

Seigniorage Fee

Quantity1

Rate85398

Amount 85398.78

18 % GST

Quantity1

Rate1598488

Amount 1598488.58

6 YEAR MAINTENANCE COST

Quantity-

Rate-

Amount -

I st Year

Quantity1

Rate206800

Amount 206800

II rd Year

Quantity1

Rate278100

Amount 278100

III th Year

Quantity1

Rate282500

Amount 282500

IV th Year

Quantity1

Rate244600

Amount 244600

VI th Year

Quantity1

Rate162100

Amount 162100

VII th Year

Quantity1

Rate185500

Amount 185500

1% LABOUR CESS

Quantity1

Rate13596

Amount 13596

Seigniorage Fee

Quantity1

Rate3593

Amount 3593.62

18 % GST

Quantity1

Rate247822

Amount 247822.13

S H 104 Chandrama Singh House To Rajput Tola

Quantity-

Rate-

Amount -

Clearing and Grubbing :- Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I

Quantity0.08

Rate73248

Amount 5859.9

Construction of Subgrade And Earthen Shoulders :- 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.

Quantity240.55

Rate244

Amount 58699.01

Prime 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 Technical Specification Clause 502.

Quantity1208.7

Rate55

Amount 66502.67

Tack Coat :- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.

Quantity1208.7

Rate18

Amount 22868.6

Semi Dense Bituminous Concrete :- 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.

Quantity30.22

Rate13313

Amount 402348.78

Pavement Quality Concrete (PQC) :- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Quantity54.66

Rate7251

Amount 396354.42

Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.

Quantity-

Rate-

Amount -

Km stone

Quantity2

Rate2778

Amount 5556.18

200 m stone

Quantity2

Rate767

Amount 1534.3

Retro-reflectorised Traffic SignsProviding 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 Technical Specification Clause 1701.

Quantity0.96

Rate13547

Amount 13005.56

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 Technical Specification Clause 801

Quantity-

Rate-

Amount -

600 mm equilateral & triangle

Quantity2

Rate3317

Amount 6634.6

600 mm circular

Quantity1

Rate4716

Amount 4716.25

600 mm x 450 mm rectangular

Quantity2

Rate4573

Amount 9146.1

900 mm side octagon

Quantity2

Rate9001

Amount 18002.44

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

Quantity8

Rate666

Amount 5332.16

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701

Quantity316

Rate-

Amount 230.68

Planting of Trees and their Maintenance for one Year :- Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year

Quantity16

Rate1221

Amount 19546.08

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity-

Rate-

Amount -

At Edge for BT Portion

Quantity63.2

Rate644

Amount 40703.33

At Edge for New & Old CC Portion

Quantity21.8

Rate738

Amount 16103.01

Providing and fixing of typical MMGSUY 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

Quantity4

Rate10159

Amount 40636.96

PARAPET REPAIR

Quantity-

Rate-

Amount -

Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications

Quantity21.44

Rate188

Amount 4045.73

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity21.44

Rate128

Amount 2745.61

Renewal coat

Quantity-

Rate-

Amount -

Tack Coat::-Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.25kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.

Quantity1208.7

Rate15

Amount 19097.46

Semi-Dense Bituminous Concrete:-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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.

Quantity30.22

Rate13313

Amount 402348.78

Edge for BT Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity63.2

Rate644

Amount 40703.33

Edge for CC Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity21.8

Rate738

Amount 16103.01

1% LABOUR CESS

Quantity1

Rate16188

Amount 16188.73

Seigniorage Fee

Quantity1

Rate13543

Amount 13543.95

18 % GST

Quantity1

Rate296748

Amount 296748.96

6 YEAR MAINTENANCE COST

Quantity-

Rate-

Amount -

I st Year

Quantity1

Rate46600

Amount 46600

II rd Year

Quantity1

Rate49600

Amount 49600

III th Year

Quantity1

Rate52500

Amount 52500

IV th Year

Quantity1

Rate55400

Amount 55400

VI th Year

Quantity1

Rate36400

Amount 36400

VII th Year

Quantity1

Rate41900

Amount 41900

1% LABOUR CESS

Quantity1

Rate2824

Amount 2824

Seigniorage Fee

Quantity1

Rate822

Amount 822.89

18 % GST

Quantity1

Rate51488

Amount 51488.44

Baghi nahar dhala To ganesh rai ke ghar tak

Quantity-

Rate-

Amount -

Clearing and Grubbing :- Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I

Quantity0.1

Rate73248

Amount 7324.88

Box Culvert :- Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Quantity8.53

Rate95

Amount 818.62

Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per Technical Specification Clause 301.5 .

Quantity-

Rate-

Amount -

For 100 M Lead

Quantity5.12

Rate75

Amount 386.3

Construction of Subgrade And Earthen Shoulders :- 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.

Quantity206.25

Rate244

Amount 50329.13

Granular Sub-base with Well Graded Material(Grade II) :- 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.

Quantity4.97

Rate2686

Amount 13350.26

Water Bound Macadam Gr III :- 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.

Quantity3.73

Rate5436

Amount 20279.67

Pavement Quality Concrete (PQC) :- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Quantity413.79

Rate7251

Amount 3000503.01

Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.

Quantity-

Rate-

Amount -

Km stone

Quantity2

Rate2778

Amount 5556.18

200 m stone

Quantity4

Rate767

Amount 3068.6

Retro-reflectorised Traffic SignsProviding 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 Technical Specification Clause 1701.

Quantity0.96

Rate13547

Amount 13005.56

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 Technical Specification Clause 801

Quantity-

Rate-

Amount -

600 mm equilateral & triangle

Quantity4

Rate3317

Amount 13269.2

600 mm circular

Quantity2

Rate4716

Amount 9432.5

600 mm x 450 mm rectangular

Quantity4

Rate4573

Amount 18292.2

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

Quantity16

Rate666

Amount 10664.32

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity-

Rate-

Amount -

Pedestrian Crossing(2 m in length and providing at 50 cm apart)

Quantity3.6

Rate644

Amount 2318.54

At Edge for New & Old CC Portion

Quantity165

Rate738

Amount 121880.55

Providing and fixing of typical MMGSUY 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

Quantity3

Rate10159

Amount 30477.72

BOX CULVERT

Quantity-

Rate-

Amount -

Foundation

Quantity-

Rate-

Amount -

Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104

Quantity96.59

Rate386

Amount 37334.93

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade

Quantity6.72

Rate6556

Amount 44058.87

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20 Grade

Quantity23.61

Rate7482

Amount 176667.26

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

Quantity1.65

Rate66260

Amount 109329.41

Sub Structure

Quantity-

Rate-

Amount -

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC M-20 Grade

Quantity11.13

Rate7482

Amount 83282.78

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 technical specification Clauses 614, 709, 1204.3.7

Quantity36

Rate260

Amount 9376.56

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC M-25 Grade

Quantity13.86

Rate8030

Amount 111305.22

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

Quantity1.34

Rate66465

Amount 89063.44

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (With Sandy Materials )

Quantity32.41

Rate2449

Amount 79387.65

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8

Quantity22.42

Rate4241

Amount 95095.55

Superstructure

Quantity-

Rate-

Amount -

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-30 Grade

Quantity5.81

Rate8691

Amount 50500.11

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

Quantity0.49

Rate67941

Amount 33291.27

Parapet Construction Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M20 )

Quantity3.12

Rate7482

Amount 23346.12

Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity21.76

Rate128

Amount 2786.59

Drainage spouts complete as per drawing and technical specifications Clause 1209

Quantity4

Rate1237

Amount 4948.44

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Quantity1.41

Rate12878

Amount 18158.77

Approch slab : Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-30 Grade

Quantity9

Rate12089

Amount 108801

PCC M15 Ordinary grade (1:2.5:5 ) levelling course below approach slab complete as per drawing and technical specifications clauses 800 and 1211.

Quantity4.5

Rate7105

Amount 31975.02

Renewal coat

Quantity-

Rate-

Amount -

Edge for CC Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity165

Rate738

Amount 121880.55

1% LABOUR CESS

Quantity1

Rate45516

Amount 45516.98

Seigniorage Fee

Quantity1

Rate55009

Amount 55009.13

18 % GST

Quantity1

Rate837400

Amount 837400.39

6 YEAR MAINTENANCE COST

Quantity-

Rate-

Amount -

I st Year

Quantity1

Rate97400

Amount 97400

II rd Year

Quantity1

Rate113300

Amount 113300

III th Year

Quantity1

Rate113200

Amount 113200

IV th Year

Quantity1

Rate120200

Amount 120200

VI th Year

Quantity1

Rate82600

Amount 82600

VII th Year

Quantity1

Rate83700

Amount 83700

1% LABOUR CESS

Quantity1

Rate6104

Amount 6104

Seigniorage Fee

Quantity1

Rate1325

Amount 1325.07

18 % GST

Quantity1

Rate111209

Amount 111209.23

T01-BHAUTRA T02 To AFZALPUR (VR15)

Quantity-

Rate-

Amount -

Clearing and Grubbing :- Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I

Quantity0.29

Rate73248

Amount 21242.14

Box Cutting :- Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Quantity48.56

Rate95

Amount 4660.3

Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per Technical Specification Clause 301.5 .

Quantity-

Rate-

Amount -

For 100 M Lead

Quantity29.14

Rate75

Amount 2198.61

Construction of Subgrade And Earthen Shoulders :- 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.

Quantity1462.5

Rate244

Amount 356879.25

Granular Sub-base with Well Graded Material(Grade II) :- 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.

Quantity113.18

Rate2686

Amount 304020.72

Water Bound Macadam Gr III :- 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.

Quantity80.22

Rate5436

Amount 436148.92

Prime 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 Technical Specification Clause 502.

Quantity786.57

Rate55

Amount 43277.08

Tack Coat :- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.

Quantity3825

Rate18

Amount 72369

Semi Dense Bituminous Concrete :- 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.

Quantity95.63

Rate13313

Amount 1273216.86

Pavement Quality Concrete (PQC) :- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Quantity270.85

Rate7251

Amount 1964006.48

Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.

Quantity-

Rate-

Amount -

Km stone

Quantity3

Rate2778

Amount 8334.27

200 m stone

Quantity6

Rate767

Amount 4602.9

Retro-reflectorised Traffic SignsProviding 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 Technical Specification Clause 1701.

Quantity0.96

Rate13547

Amount 13005.56

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 Technical Specification Clause 801

Quantity-

Rate-

Amount -

600 mm equilateral & triangle

Quantity4

Rate3317

Amount 13269.2

600 mm circular

Quantity3

Rate4716

Amount 14148.75

600 mm x 450 mm rectangular

Quantity3

Rate4573

Amount 13719.15

900 mm side octagon

Quantity1

Rate9001

Amount 9001.22

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

Quantity24

Rate666

Amount 15996.48

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701

Quantity3000

Rate-

Amount 2190

Planting of Trees and their Maintenance for one Year :- Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year

Quantity50

Rate1221

Amount 61081.5

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity-

Rate-

Amount -

At Edge for BT Portion

Quantity200

Rate644

Amount 128808

Pedestrian Crossing(2 m in length and providing at 50 cm apart)

Quantity1.8

Rate644

Amount 1159.27

At Edge for New & Old CC Portion

Quantity108

Rate738

Amount 79776.36

Providing and fixing of typical MMGSUY 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

Quantity4

Rate10159

Amount 40636.96

BOX CULVERT

Quantity-

Rate-

Amount -

Foundation

Quantity-

Rate-

Amount -

Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104

Quantity289.77

Rate386

Amount 112004.8

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade

Quantity20.16

Rate6556

Amount 132176.62

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20 Grade

Quantity70.83

Rate7482

Amount 530001.77

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

Quantity4.96

Rate66260

Amount 328650.84

Sub Structure

Quantity-

Rate-

Amount -

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC M-20 Grade

Quantity33.38

Rate7482

Amount 249773.53

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 technical specification Clauses 614, 709, 1204.3.7

Quantity108

Rate260

Amount 28129.68

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC M-25 Grade

Quantity41.58

Rate8030

Amount 333915.67

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

Quantity4.01

Rate66465

Amount 266525.65

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (With Sandy Materials )

Quantity97.23

Rate2449

Amount 238162.94

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8

Quantity67.26

Rate4241

Amount 285286.65

Superstructure

Quantity-

Rate-

Amount -

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-30 Grade

Quantity17.44

Rate8691

Amount 151587.26

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

Quantity1.48

Rate67941

Amount 100553.23

Parapet Construction Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M20 )

Quantity9.36

Rate7482

Amount 70038.35

Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity65.28

Rate128

Amount 8359.76

Drainage spouts complete as per drawing and technical specifications Clause 1209

Quantity12

Rate1237

Amount 14845.32

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Quantity4.22

Rate12878

Amount 54347.52

Approch slab : Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-30 Grade

Quantity27

Rate12089

Amount 326403

PCC M15 Ordinary grade (1:2.5:5 ) levelling course below approach slab complete as per drawing and technical specifications clauses 800 and 1211.

Quantity13.5

Rate7105

Amount 95925.06

300MM Irrigation Pipe

Quantity-

Rate-

Amount -

Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.

Quantity15

Rate978

Amount 14672.85

Dismanteling

Quantity-

Rate-

Amount -

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

Quantity-

Rate-

Amount -

Cement Concrete

Quantity2.43

Rate650

Amount 1580.35

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

Quantity-

Rate-

Amount -

Cement mortar

Quantity92.07

Rate302

Amount 27848.41

Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.

Quantity-

Rate-

Amount -

Above 600 mm to 900 mm dia Hume pipe

Quantity15

Rate339

Amount 5088

Renewal coat

Quantity-

Rate-

Amount -

Tack Coat::-Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.25kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.

Quantity3825

Rate15

Amount 60435

Semi-Dense Bituminous Concrete:-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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.

Quantity95.63

Rate13313

Amount 1273216.86

Edge for BT Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity200

Rate644

Amount 128808

Edge for CC Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity108

Rate738

Amount 79776.36

1% LABOUR CESS

Quantity1

Rate98016

Amount 98016.2

Seigniorage Fee

Quantity1

Rate95769

Amount 95769.12

18 % GST

Quantity1

Rate1799173

Amount 1799173.04

6 YEAR MAINTENANCE COST

Quantity-

Rate-

Amount -

I st Year

Quantity1

Rate151700

Amount 151700

II rd Year

Quantity1

Rate209900

Amount 209900

III th Year

Quantity1

Rate212200

Amount 212200

IV th Year

Quantity1

Rate179200

Amount 179200

VI th Year

Quantity1

Rate119300

Amount 119300

VII th Year

Quantity1

Rate136400

Amount 136400

1% LABOUR CESS

Quantity1

Rate10087

Amount 10087

Seigniorage Fee

Quantity1

Rate2604

Amount 2604.07

18 % GST

Quantity1

Rate183850

Amount 183850.39

Shahanawajpur To Rajadhani

Quantity-

Rate-

Amount -

Clearing and Grubbing :- Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I

Quantity1.74

Rate73248

Amount 127452.83

Box Cutting :- Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Quantity17.72

Rate95

Amount 1700.59

Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per Technical Specification Clause 301.5 .

Quantity-

Rate-

Amount -

For 100 M Lead

Quantity10.63

Rate75

Amount 802.03

Construction of Subgrade And Earthen Shoulders :- 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.

Quantity5149.99

Rate244

Amount 1256700.56

Granular Sub-base with Well Graded Material(Grade II) :- 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.

Quantity528.2

Rate2686

Amount 1418834.99

Water Bound Macadam Gr III :- 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.

Quantity505.84

Rate5436

Amount 2750206.55

Prime 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 Technical Specification Clause 502.

Quantity7253.23

Rate55

Amount 399072.71

Tack Coat :- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.

Quantity20570.85

Rate18

Amount 389200.48

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 Technical Specification Clause 503.

Quantity20570.85

Rate15

Amount 325019.43

Bituminous Macadam :- Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.

Quantity1028.55

Rate11715

Amount 12049524.96

Semi Dense Bituminous Concrete :- 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.

Quantity514.28

Rate13313

Amount 6847118.78

Pavement Quality Concrete (PQC) :- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Quantity2100.41

Rate7251

Amount 15230640.02

Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.

Quantity-

Rate-

Amount -

5th km stone

Quantity2

Rate5089

Amount 10179.5

Km stone

Quantity9

Rate2778

Amount 25002.81

200 m stone

Quantity39

Rate767

Amount 29918.85

Retro-reflectorised Traffic SignsProviding 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 Technical Specification Clause 1701.

Quantity5.76

Rate13547

Amount 78033.37

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 Technical Specification Clause 801

Quantity-

Rate-

Amount -

600 mm equilateral & triangle

Quantity32

Rate3317

Amount 106153.6

600 mm circular

Quantity26

Rate4716

Amount 122622.5

600 mm x 450 mm rectangular

Quantity32

Rate4573

Amount 146337.6

900 mm side octagon

Quantity3

Rate9001

Amount 27003.66

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

Quantity88

Rate666

Amount 58653.76

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701

Quantity59158

Rate-

Amount 43185.34

Planting of Trees and their Maintenance for one Year :- Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year

Quantity269

Rate1221

Amount 328618.47

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity-

Rate-

Amount -

At Edge for BT Portion

Quantity1075.6

Rate644

Amount 692729.42

Pedestrian Crossing(2 m in length and providing at 50 cm apart)

Quantity39.6

Rate644

Amount 25503.98

At Edge for New & Old CC Portion

Quantity844.4

Rate738

Amount 623732.95

Providing and fixing of typical MMGSUY 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

Quantity6

Rate10159

Amount 60955.44

HUME PIPE CULVERT

Quantity-

Rate-

Amount -

Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104

Quantity151.25

Rate386

Amount 58462.66

Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.

Quantity15.78

Rate527

Amount 8317.48

Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Quantity24.5

Rate6556

Amount 160631.31

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M20 )

Quantity168.7

Rate7482

Amount 1262336.55

HPC-1000 mm-Providing and laying RCC pipe NP-3 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106

Quantity37.5

Rate7328

Amount 274805.25

Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity103.2

Rate128

Amount 13215.79

BOX CULVERT

Quantity-

Rate-

Amount -

Foundation

Quantity-

Rate-

Amount -

Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104

Quantity164.39

Rate386

Amount 63541.67

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade

Quantity10.38

Rate6556

Amount 68055.22

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20 Grade

Quantity40.03

Rate7482

Amount 299533.68

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

Quantity2.8

Rate66260

Amount 185528.7

Sub Structure

Quantity-

Rate-

Amount -

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC M-20 Grade

Quantity19.79

Rate7482

Amount 148083.23

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 technical specification Clauses 614, 709, 1204.3.7

Quantity60

Rate260

Amount 15627.6

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC M-25 Grade

Quantity22.74

Rate8030

Amount 182617.66

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

Quantity2.17

Rate66465

Amount 144229.59

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (With Sandy Materials )

Quantity57.5

Rate2449

Amount 140845.1

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8

Quantity25.14

Rate4241

Amount 106632.57

Superstructure

Quantity-

Rate-

Amount -

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-30 Grade

Quantity10.41

Rate8691

Amount 90482.99

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

Quantity0.88

Rate67941

Amount 59788.41

Parapet Construction Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M20 )

Quantity4.7

Rate7482

Amount 35168.83

Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity32.32

Rate128

Amount 4138.9

Drainage spouts complete as per drawing and technical specifications Clause 1209

Quantity4

Rate1237

Amount 4948.44

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Quantity2.14

Rate12878

Amount 27560.12

Approch slab : Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-30 Grade

Quantity13.5

Rate12089

Amount 163201.5

PCC M15 Ordinary grade (1:2.5:5 ) levelling course below approach slab complete as per drawing and technical specifications clauses 800 and 1211.

Quantity6.75

Rate7105

Amount 47962.53

Protection work

Quantity-

Rate-

Amount -

Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104

Quantity82.79

Rate386

Amount 32000.82

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 technical specifications Clause 1301

Quantity9.12

Rate4376

Amount 39909.76

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade Curtain wall

Quantity1.85

Rate6556

Amount 12129.3

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20 Grade

Quantity11.27

Rate7482

Amount 84330.37

PARAPET REPAIR

Quantity-

Rate-

Amount -

Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4

Quantity6.02

Rate5924

Amount 35663.2

Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications

Quantity81.44

Rate188

Amount 15367.73

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity149.6

Rate128

Amount 19157.78

300MM Irrigation Pipe

Quantity-

Rate-

Amount -

Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.

Quantity135

Rate978

Amount 132055.65

Dismanteling

Quantity-

Rate-

Amount -

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

Quantity-

Rate-

Amount -

Cement Concrete

Quantity2.43

Rate650

Amount 1580.35

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

Quantity-

Rate-

Amount -

Cement mortar

Quantity92.07

Rate302

Amount 27848.41

Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.

Quantity-

Rate-

Amount -

Above 600 mm to 900 mm dia Hume pipe

Quantity15

Rate339

Amount 5088

Renewal coat

Quantity-

Rate-

Amount -

Tack Coat::-Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.25kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.

Quantity20570.85

Rate15

Amount 325019.43

Semi-Dense Bituminous Concrete:-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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.

Quantity514.27

Rate13313

Amount 6846985.64

Edge for BT Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity1075.6

Rate644

Amount 692729.42

Edge for CC Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity844.4

Rate738

Amount 623732.95

1% LABOUR CESS

Quantity1

Rate556348

Amount 556348.92

Seigniorage Fee

Quantity1

Rate547267

Amount 547267.8

18 % GST

Quantity1

Rate10212931

Amount 10212931.58

6 YEAR MAINTENANCE COST

Quantity-

Rate-

Amount -

I st Year

Quantity1

Rate893900

Amount 893900

II rd Year

Quantity1

Rate1198700

Amount 1198700

III th Year

Quantity1

Rate1212300

Amount 1212300

IV th Year

Quantity1

Rate1042300

Amount 1042300

VI th Year

Quantity1

Rate719800

Amount 719800

VII th Year

Quantity1

Rate812300

Amount 812300

1% LABOUR CESS

Quantity1

Rate58793

Amount 58793

Seigniorage Fee

Quantity1

Rate14004

Amount 14004.71

18 % GST

Quantity1

Rate1071377

Amount 1071377.59

Narayanpur Pokhara Shiv Mandir To Ram Naresh Singh ke Ghar Tak

Quantity-

Rate-

Amount -

Clearing and Grubbing :- Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I

Quantity0.28

Rate73248

Amount 20509.65

Box Cutting :- Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Quantity51.19

Rate95

Amount 4912.7

Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per Technical Specification Clause 301.5 .

Quantity-

Rate-

Amount -

For 100 M Lead

Quantity30.71

Rate75

Amount 2317.07

Construction of Subgrade And Earthen Shoulders :- 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.

Quantity774.75

Rate244

Amount 189054.5

Granular Sub-base with Well Graded Material(Grade II) :- 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.

Quantity67.43

Rate2686

Amount 181128.44

Water Bound Macadam Gr III :- 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.

Quantity67.47

Rate5436

Amount 366828.32

Prime 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 Technical Specification Clause 502.

Quantity601.26

Rate55

Amount 33081.33

Tack Coat :- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.

Quantity3710.25

Rate18

Amount 70197.93

Semi Dense Bituminous Concrete :- 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.

Quantity92.76

Rate13313

Amount 1235005.71

Pavement Quality Concrete (PQC) :- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Quantity238.64

Rate7251

Amount 1730443.07

Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.

Quantity-

Rate-

Amount -

Km stone

Quantity3

Rate2778

Amount 8334.27

200 m stone

Quantity6

Rate767

Amount 4602.9

Retro-reflectorised Traffic SignsProviding 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 Technical Specification Clause 1701.

Quantity0.96

Rate13547

Amount 13005.56

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 Technical Specification Clause 801

Quantity-

Rate-

Amount -

600 mm equilateral & triangle

Quantity6

Rate3317

Amount 19903.8

600 mm circular

Quantity4

Rate4716

Amount 18865

600 mm x 450 mm rectangular

Quantity4

Rate4573

Amount 18292.2

900 mm side octagon

Quantity1

Rate9001

Amount 9001.22

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

Quantity24

Rate666

Amount 15996.48

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701

Quantity2910

Rate-

Amount 2124.3

Planting of Trees and their Maintenance for one Year :- Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year

Quantity49

Rate1221

Amount 59859.87

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity-

Rate-

Amount -

At Edge for BT Portion

Quantity194

Rate644

Amount 124943.76

Pedestrian Crossing(2 m in length and providing at 50 cm apart)

Quantity1.8

Rate644

Amount 1159.27

At Edge for New & Old CC Portion

Quantity96

Rate738

Amount 70912.32

Providing and fixing of typical MMGSUY 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

Quantity4

Rate10159

Amount 40636.96

PARAPET REPAIR

Quantity-

Rate-

Amount -

Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications

Quantity54.08

Rate188

Amount 10204.9

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity54.08

Rate128

Amount 6925.48

300MM Irrigation Pipe

Quantity-

Rate-

Amount -

Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.

Quantity22.5

Rate978

Amount 22009.28

Renewal coat

Quantity-

Rate-

Amount -

Tack Coat::-Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.25kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.

Quantity3710.25

Rate15

Amount 58621.95

Semi-Dense Bituminous Concrete:-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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.

Quantity92.76

Rate13313

Amount 1235005.71

Edge for BT Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity194

Rate644

Amount 124943.76

Edge for CC Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity96

Rate738

Amount 70912.32

1% LABOUR CESS

Quantity1

Rate57697

Amount 57697.23

Seigniorage Fee

Quantity1

Rate62534

Amount 62534.15

18 % GST

Quantity1

Rate1060191

Amount 1060191.85

6 YEAR MAINTENANCE COST

Quantity-

Rate-

Amount -

I st Year

Quantity1

Rate150900

Amount 150900

II rd Year

Quantity1

Rate207700

Amount 207700

III th Year

Quantity1

Rate209900

Amount 209900

IV th Year

Quantity1

Rate177400

Amount 177400

VI th Year

Quantity1

Rate119400

Amount 119400

VII th Year

Quantity1

Rate136000

Amount 136000

1% LABOUR CESS

Quantity1

Rate10013

Amount 10013

Seigniorage Fee

Quantity1

Rate2525

Amount 2525.95

18 % GST

Quantity1

Rate182491

Amount 182491.01

Near House Of Rajdev Rai To Yadav Tola

Quantity-

Rate-

Amount -

Clearing and Grubbing :- Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I

Quantity0.05

Rate73248

Amount 3662.44

Scarifying :- 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 Technical Specification Clause 301.4.

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Box Culvert :- Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Quantity-

Rate-

Amount -

Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per Technical Specification Clause 301.5 .

Quantity-

Rate-

Amount -

For 1000 M Lead

Quantity-

Rate-

Amount -

For 100 M Lead

Quantity-

Rate-

Amount -

Construction of Subgrade And Earthen Shoulders :- 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.

Quantity100

Rate244

Amount 24402

Pavement Quality Concrete (PQC) :- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Quantity200.63

Rate7251

Amount 1454822.3

Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.

Quantity-

Rate-

Amount -

Km stone

Quantity2

Rate2778

Amount 5556.18

200 m stone

Quantity1

Rate767

Amount 767.15

Retro-reflectorised Traffic SignsProviding 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 Technical Specification Clause 1701.

Quantity0.96

Rate13547

Amount 13005.56

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 Technical Specification Clause 801

Quantity-

Rate-

Amount -

600 mm equilateral & triangle

Quantity2

Rate3317

Amount 6634.6

600 mm circular

Quantity2

Rate4716

Amount 9432.5

600 mm x 450 mm rectangular

Quantity2

Rate4573

Amount 9146.1

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity-

Rate-

Amount -

Pedestrian Crossing(2 m in length and providing at 50 cm apart)

Quantity1.8

Rate644

Amount 1159.27

At Edge for New & Old CC Portion

Quantity80

Rate738

Amount 59093.6

Providing and fixing of typical MMGSUY 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

Quantity3

Rate10159

Amount 30477.72

Renewal coat

Quantity-

Rate-

Amount -

Edge for CC Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity80

Rate738

Amount 59093.6

1% LABOUR CESS

Quantity1

Rate16772

Amount 16772.53

Seigniorage Fee

Quantity1

Rate22125

Amount 22125.27

18 % GST

Quantity1

Rate308907

Amount 308907.18

6 YEAR MAINTENANCE COST

Quantity-

Rate-

Amount -

I st Year

Quantity1

Rate49800

Amount 49800

II rd Year

Quantity1

Rate57500

Amount 57500

III th Year

Quantity1

Rate57400

Amount 57400

IV th Year

Quantity1

Rate60800

Amount 60800

VI th Year

Quantity1

Rate39800

Amount 39800

VII th Year

Quantity1

Rate40400

Amount 40400

1% LABOUR CESS

Quantity1

Rate3057

Amount 3057

Seigniorage Fee

Quantity1

Rate642

Amount 642.46

18 % GST

Quantity1

Rate55691

Amount 55691.9

SH 73 Pacjbhinda To Pachvinda Mallah Toli and Pachism Tola Pahvind

Quantity-

Rate-

Amount -

Clearing and Grubbing :- Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I

Quantity0.14

Rate73248

Amount 10254.83

Box Cutting :- Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Quantity241.72

Rate95

Amount 23197.87

Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per Technical Specification Clause 301.5 .

Quantity-

Rate-

Amount -

For 100 M Lead

Quantity145.03

Rate75

Amount 10942.51

Construction of Subgrade And Earthen Shoulders :- 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.

Quantity285

Rate244

Amount 69545.7

Granular Sub-base with Well Graded Material(Grade II) :- 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.

Quantity140.89

Rate2686

Amount 378454.49

Water Bound Macadam Gr III :- 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.

Quantity119.05

Rate5436

Amount 647264.14

Pavement Quality Concrete (PQC) :- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Quantity576.15

Rate7251

Amount 4177819.21

Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.

Quantity-

Rate-

Amount -

Km stone

Quantity3

Rate2778

Amount 8334.27

200 m stone

Quantity4

Rate767

Amount 3068.6

Retro-reflectorised Traffic SignsProviding 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 Technical Specification Clause 1701.

Quantity0.96

Rate13547

Amount 13005.56

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 Technical Specification Clause 801

Quantity-

Rate-

Amount -

600 mm equilateral & triangle

Quantity8

Rate3317

Amount 26538.4

600 mm circular

Quantity4

Rate4716

Amount 18865

600 mm x 450 mm rectangular

Quantity4

Rate4573

Amount 18292.2

900 mm side octagon

Quantity1

Rate9001

Amount 9001.22

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

Quantity15

Rate666

Amount 9997.8

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity-

Rate-

Amount -

Pedestrian Crossing(2 m in length and providing at 50 cm apart)

Quantity7.2

Rate644

Amount 4637.09

At Edge for New & Old CC Portion

Quantity228

Rate738

Amount 168416.76

Providing and fixing of typical MMGSUY 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

Quantity3

Rate10159

Amount 30477.72

BOX CULVERT

Quantity-

Rate-

Amount -

Foundation

Quantity-

Rate-

Amount -

Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104

Quantity96.59

Rate386

Amount 37334.93

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade

Quantity6.72

Rate6556

Amount 44058.87

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20 Grade

Quantity23.61

Rate7482

Amount 176667.26

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

Quantity1.65

Rate66260

Amount 109329.41

Sub Structure

Quantity-

Rate-

Amount -

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC M-20 Grade

Quantity11.13

Rate7482

Amount 83282.78

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 technical specification Clauses 614, 709, 1204.3.7

Quantity36

Rate260

Amount 9376.56

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC M-25 Grade

Quantity13.86

Rate8030

Amount 111305.22

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

Quantity1.34

Rate66465

Amount 89063.44

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (With Sandy Materials )

Quantity32.41

Rate2449

Amount 79387.65

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8

Quantity22.42

Rate4241

Amount 95095.55

Superstructure

Quantity-

Rate-

Amount -

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-30 Grade

Quantity5.81

Rate8691

Amount 50500.11

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

Quantity0.49

Rate67941

Amount 33291.27

Parapet Construction Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M20 )

Quantity3.12

Rate7482

Amount 23346.12

Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity21.76

Rate128

Amount 2786.59

Drainage spouts complete as per drawing and technical specifications Clause 1209

Quantity4

Rate1237

Amount 4948.44

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Quantity1.41

Rate12878

Amount 18158.77

Approch slab : Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-30 Grade

Quantity9

Rate12089

Amount 108801

PCC M15 Ordinary grade (1:2.5:5 ) levelling course below approach slab complete as per drawing and technical specifications clauses 800 and 1211.

Quantity4.5

Rate7105

Amount 31975.02

Dismanteling

Quantity-

Rate-

Amount -

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

Quantity-

Rate-

Amount -

Cement Concrete

Quantity1.62

Rate650

Amount 1053.57

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

Quantity-

Rate-

Amount -

Cement mortar

Quantity61.38

Rate302

Amount 18565.61

Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.

Quantity-

Rate-

Amount -

Above 600 mm to 900 mm dia Hume pipe

Quantity10

Rate339

Amount 3392

Renewal coat

Quantity-

Rate-

Amount -

Edge for CC Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity228

Rate738

Amount 168416.76

1% LABOUR CESS

Quantity1

Rate69283

Amount 69283.6

Seigniorage Fee

Quantity1

Rate97607

Amount 97607.95

18 % GST

Quantity1

Rate1277145

Amount 1277145.26

6 YEAR MAINTENANCE COST

Quantity-

Rate-

Amount -

I st Year

Quantity1

Rate37900

Amount 37900

II rd Year

Quantity1

Rate38700

Amount 38700

III th Year

Quantity1

Rate49800

Amount 49800

IV th Year

Quantity1

Rate50800

Amount 50800

VI th Year

Quantity1

Rate33400

Amount 33400

VII th Year

Quantity1

Rate42700

Amount 42700

1% LABOUR CESS

Quantity1

Rate2533

Amount 2533

Seigniorage Fee

Quantity1

Rate2644

Amount 2644.68

18 % GST

Quantity1

Rate46525

Amount 46525.98

Saraiya Ratnakar Nahar To Dihsaraiya Mandir Huote Hue Gavendari PMGSY Path

Quantity-

Rate-

Amount -

Clearing and Grubbing :- Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I

Quantity0.19

Rate73248

Amount 13917.26

Construction of Subgrade And Earthen Shoulders :- 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.

Quantity543

Rate244

Amount 132502.86

Granular Sub-base with Well Graded Material(Grade II) :- 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.

Quantity34.49

Rate2686

Amount 92646

Water Bound Macadam Gr III :- 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.

Quantity34.27

Rate5436

Amount 186322.91

Prime 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 Technical Specification Clause 502.

Quantity1596.81

Rate55

Amount 87856.49

Tack Coat :- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.

Quantity2907

Rate18

Amount 55000.44

Semi Dense Bituminous Concrete :- 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.

Quantity72.68

Rate13313

Amount 967660.79

Pavement Quality Concrete (PQC) :- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Quantity60.19

Rate7251

Amount 436453.94

Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.

Quantity-

Rate-

Amount -

Km stone

Quantity2

Rate2778

Amount 5556.18

200 m stone

Quantity4

Rate767

Amount 3068.6

Retro-reflectorised Traffic SignsProviding 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 Technical Specification Clause 1701.

Quantity0.96

Rate13547

Amount 13005.56

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 Technical Specification Clause 801

Quantity-

Rate-

Amount -

600 mm equilateral & triangle

Quantity4

Rate3317

Amount 13269.2

600 mm circular

Quantity2

Rate4716

Amount 9432.5

600 mm x 450 mm rectangular

Quantity3

Rate4573

Amount 13719.15

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

Quantity24

Rate666

Amount 15996.48

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701

Quantity2280

Rate-

Amount 1664.4

Planting of Trees and their Maintenance for one Year :- Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year

Quantity38

Rate1221

Amount 46421.94

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity-

Rate-

Amount -

At Edge for BT Portion

Quantity152

Rate644

Amount 97894.08

Pedestrian Crossing(2 m in length and providing at 50 cm apart)

Quantity7.2

Rate644

Amount 4637.09

At Edge for New & Old CC Portion

Quantity24

Rate738

Amount 17728.08

Providing and fixing of typical MMGSUY 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

Quantity4

Rate10159

Amount 40636.96

HUME PIPE CULVERT

Quantity-

Rate-

Amount -

Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104

Quantity31.19

Rate386

Amount 12055.87

Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.

Quantity4.1

Rate527

Amount 2161.07

Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Quantity5.55

Rate6556

Amount 36387.91

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M20 )

Quantity33.74

Rate7482

Amount 252467.31

HPC-1000 mm-Providing and laying RCC pipe NP-3 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106

Quantity10

Rate7328

Amount 73281.4

Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity20.64

Rate128

Amount 2643.16

BOX CULVERT

Quantity-

Rate-

Amount -

Foundation

Quantity-

Rate-

Amount -

Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104

Quantity96.59

Rate386

Amount 37334.93

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade

Quantity6.72

Rate6556

Amount 44058.87

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20 Grade

Quantity23.61

Rate7482

Amount 176667.26

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

Quantity1.65

Rate66260

Amount 109329.41

Sub Structure

Quantity-

Rate-

Amount -

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC M-20 Grade

Quantity11.13

Rate7482

Amount 83282.78

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 technical specification Clauses 614, 709, 1204.3.7

Quantity36

Rate260

Amount 9376.56

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC M-25 Grade

Quantity13.86

Rate8030

Amount 111305.22

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

Quantity1.34

Rate66465

Amount 89063.44

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (With Sandy Materials )

Quantity32.41

Rate2449

Amount 79387.65

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8

Quantity22.42

Rate4241

Amount 95095.55

Superstructure

Quantity-

Rate-

Amount -

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-30 Grade

Quantity5.81

Rate8691

Amount 50500.11

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

Quantity0.49

Rate67941

Amount 33291.27

Parapet Construction Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M20 )

Quantity3.12

Rate7482

Amount 23346.12

Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity21.76

Rate128

Amount 2786.59

Drainage spouts complete as per drawing and technical specifications Clause 1209

Quantity4

Rate1237

Amount 4948.44

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Quantity1.41

Rate12878

Amount 18158.77

Approch slab : Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-30 Grade

Quantity9

Rate12089

Amount 108801

PCC M15 Ordinary grade (1:2.5:5 ) levelling course below approach slab complete as per drawing and technical specifications clauses 800 and 1211.

Quantity4.5

Rate7105

Amount 31975.02

PARAPET REPAIR

Quantity-

Rate-

Amount -

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity15.68

Rate128

Amount 2007.98

300MM Irrigation Pipe

Quantity-

Rate-

Amount -

Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.

Quantity22.5

Rate978

Amount 22009.28

Renewal coat

Quantity-

Rate-

Amount -

Tack Coat::-Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.25kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.

Quantity2907

Rate15

Amount 45930.6

Semi-Dense Bituminous Concrete:-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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.

Quantity72.68

Rate13313

Amount 967660.79

Edge for BT Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity152

Rate644

Amount 97894.08

Edge for CC Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity24

Rate738

Amount 17728.08

1% LABOUR CESS

Quantity1

Rate48963

Amount 48963.66

Seigniorage Fee

Quantity1

Rate41782

Amount 41782.32

18 % GST

Quantity1

Rate897680

Amount 897680.11

6 YEAR MAINTENANCE COST

Quantity-

Rate-

Amount -

I st Year

Quantity1

Rate106600

Amount 106600

II rd Year

Quantity1

Rate136100

Amount 136100

III th Year

Quantity1

Rate139900

Amount 139900

IV th Year

Quantity1

Rate127500

Amount 127500

VI th Year

Quantity1

Rate82000

Amount 82000

VII th Year

Quantity1

Rate95000

Amount 95000

1% LABOUR CESS

Quantity1

Rate6871

Amount 6871

Seigniorage Fee

Quantity1

Rate1979

Amount 1979.1

18 % GST

Quantity1

Rate125271

Amount 125271.02

Gavendari To Saraiya Ratnakar Path. (Remaining Part)

Quantity-

Rate-

Amount -

Clearing and Grubbing :- Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I

Quantity0.11

Rate73248

Amount 8057.36

Construction of Subgrade And Earthen Shoulders :- 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.

Quantity212.5

Rate244

Amount 51854.25

Pavement Quality Concrete (PQC) :- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Quantity426.33

Rate7251

Amount 3091433.94

Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.

Quantity-

Rate-

Amount -

Km stone

Quantity2

Rate2778

Amount 5556.18

200 m stone

Quantity4

Rate767

Amount 3068.6

Retro-reflectorised Traffic SignsProviding 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 Technical Specification Clause 1701.

Quantity0.96

Rate13547

Amount 13005.56

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 Technical Specification Clause 801

Quantity-

Rate-

Amount -

600 mm equilateral & triangle

Quantity4

Rate3317

Amount 13269.2

600 mm circular

Quantity2

Rate4716

Amount 9432.5

600 mm x 450 mm rectangular

Quantity2

Rate4573

Amount 9146.1

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

Quantity16

Rate666

Amount 10664.32

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity-

Rate-

Amount -

Pedestrian Crossing(2 m in length and providing at 50 cm apart)

Quantity7.2

Rate644

Amount 4637.09

At Edge for New & Old CC Portion

Quantity170

Rate738

Amount 125573.9

Providing and fixing of typical MMGSUY 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

Quantity3

Rate10159

Amount 30477.72

HUME PIPE CULVERT

Quantity-

Rate-

Amount -

Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104

Quantity31.19

Rate386

Amount 12055.87

Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.

Quantity4.1

Rate527

Amount 2161.07

Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Quantity5.55

Rate6556

Amount 36387.91

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M20 )

Quantity33.74

Rate7482

Amount 252467.31

HPC-1000 mm-Providing and laying RCC pipe NP-3 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106

Quantity10

Rate7328

Amount 73281.4

Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity20.64

Rate128

Amount 2643.16

PARAPET REPAIR

Quantity-

Rate-

Amount -

Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4

Quantity3.07

Rate5924

Amount 18187.05

Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications

Quantity21.44

Rate188

Amount 4045.73

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity21.44

Rate128

Amount 2745.61

Renewal coat

Quantity-

Rate-

Amount -

Edge for CC Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity170

Rate738

Amount 125573.9

1% LABOUR CESS

Quantity1

Rate39057

Amount 39057.2

Seigniorage Fee

Quantity1

Rate53890

Amount 53890.33

18 % GST

Quantity1

Rate719760

Amount 719760.14

6 YEAR MAINTENANCE COST

Quantity-

Rate-

Amount -

I st Year

Quantity1

Rate109600

Amount 109600

II rd Year

Quantity1

Rate126100

Amount 126100

III th Year

Quantity1

Rate126200

Amount 126200

IV th Year

Quantity1

Rate133500

Amount 133500

VI th Year

Quantity1

Rate88500

Amount 88500

VII th Year

Quantity1

Rate90000

Amount 90000

1% LABOUR CESS

Quantity1

Rate6739

Amount 6739

Seigniorage Fee

Quantity1

Rate1365

Amount 1365.22

18 % GST

Quantity1

Rate122760

Amount 122760.76

Gram Pipra Galimapur Sima To Birbhadhur Rai ke ghar se hote hue luwa ramayan more tak

Quantity-

Rate-

Amount -

Clearing and Grubbing :- Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I

Quantity0.21

Rate73248

Amount 15382.24

Box Culvert :- Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Quantity53.42

Rate95

Amount 5126.72

Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per Technical Specification Clause 301.5 .

Quantity-

Rate-

Amount -

For 100 M Lead

Quantity32.05

Rate75

Amount 2418.17

Construction of Subgrade And Earthen Shoulders :- 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.

Quantity637.88

Rate244

Amount 155655.48

Granular Sub-base with Well Graded Material(Grade II) :- 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.

Quantity39.63

Rate2686

Amount 106452.92

Water Bound Macadam Gr III :- 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.

Quantity10.61

Rate5436

Amount 57685.62

Prime 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 Technical Specification Clause 502.

Quantity2945.25

Rate55

Amount 162047.66

Tack Coat :- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.

Quantity2945.25

Rate18

Amount 55724.13

Semi Dense Bituminous Concrete :- 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.

Quantity73.63

Rate13313

Amount 980309.08

Pavement Quality Concrete (PQC) :- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Quantity157.99

Rate7251

Amount 1145628.15

Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.

Quantity-

Rate-

Amount -

Km stone

Quantity3

Rate2778

Amount 8334.27

200 m stone

Quantity4

Rate767

Amount 3068.6

Retro-reflectorised Traffic SignsProviding 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 Technical Specification Clause 1701.

Quantity0.96

Rate13547

Amount 13005.56

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 Technical Specification Clause 801

Quantity-

Rate-

Amount -

600 mm equilateral & triangle

Quantity8

Rate3317

Amount 26538.4

600 mm circular

Quantity4

Rate4716

Amount 18865

600 mm x 450 mm rectangular

Quantity6

Rate4573

Amount 27438.3

900 mm side octagon

Quantity1

Rate9001

Amount 9001.22

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

Quantity24

Rate666

Amount 15996.48

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701

Quantity2310

Rate-

Amount 1686.3

Planting of Trees and their Maintenance for one Year :- Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year

Quantity39

Rate1221

Amount 47643.57

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity-

Rate-

Amount -

At Edge for BT Portion

Quantity154

Rate644

Amount 99182.16

Pedestrian Crossing(2 m in length and providing at 50 cm apart)

Quantity7.2

Rate644

Amount 4637.09

At Edge for New & Old CC Portion

Quantity63

Rate738

Amount 46536.21

Providing and fixing of typical MMGSUY 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

Quantity4

Rate10159

Amount 40636.96

HUME PIPE CULVERT

Quantity-

Rate-

Amount -

Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104

Quantity93.57

Rate386

Amount 36167.61

Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.

Quantity12.31

Rate527

Amount 6488.48

Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Quantity16.65

Rate6556

Amount 109163.73

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M20 )

Quantity101.22

Rate7482

Amount 757401.93

HPC-1000 mm-Providing and laying RCC pipe NP-3 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106

Quantity30

Rate7328

Amount 219844.2

Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity61.92

Rate128

Amount 7929.48

300MM Irrigation Pipe

Quantity-

Rate-

Amount -

Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.

Quantity7.5

Rate978

Amount 7336.43

Dismanteling

Quantity-

Rate-

Amount -

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

Quantity-

Rate-

Amount -

Cement Concrete

Quantity1.62

Rate650

Amount 1053.57

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

Quantity-

Rate-

Amount -

Cement mortar

Quantity61.38

Rate302

Amount 18565.61

Above 600 mm to 900 mm dia Hume pipe

Quantity10

Rate339

Amount 3392

Renewal coat

Quantity-

Rate-

Amount -

Tack Coat::-Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.25kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.

Quantity2945.25

Rate15

Amount 46534.95

Semi-Dense Bituminous Concrete:-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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.

Quantity73.63

Rate13313

Amount 980309.08

Edge for BT Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity154

Rate644

Amount 99182.16

Edge for CC Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity63

Rate738

Amount 46536.21

1% LABOUR CESS

Quantity1

Rate53889

Amount 53889.98

Seigniorage Fee

Quantity1

Rate50295

Amount 50295.3

18 % GST

Quantity1

Rate988772

Amount 988772.94

6 YEAR MAINTENANCE COST

Quantity-

Rate-

Amount -

I st Year

Quantity1

Rate117000

Amount 117000

II rd Year

Quantity1

Rate124300

Amount 124300

III th Year

Quantity1

Rate131400

Amount 131400

IV th Year

Quantity1

Rate138500

Amount 138500

VI th Year

Quantity1

Rate92100

Amount 92100

VII th Year

Quantity1

Rate105600

Amount 105600

1% LABOUR CESS

Quantity1

Rate7089

Amount 7089

Seigniorage Fee

Quantity1

Rate2005

Amount 2005.14

18 % GST

Quantity1

Rate129238

Amount 129238.94

Vikas Sah Hotel To House of Chabilal Rai

Quantity-

Rate-

Amount -

Clearing and Grubbing :- Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I

Quantity0.14

Rate73248

Amount 10254.83

Construction of Subgrade And Earthen Shoulders :- 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.

Quantity320

Rate244

Amount 78086.4

Prime 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 Technical Specification Clause 502.

Quantity765

Rate55

Amount 42090.3

Tack Coat :- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.

Quantity765

Rate18

Amount 14473.8

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 Technical Specification Clause 503.

Quantity765

Rate15

Amount 12087

Bituminous Macadam :- Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.

Quantity38.25

Rate11715

Amount 448101.05

Semi Dense Bituminous Concrete :- 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.

Quantity19.13

Rate13313

Amount 254696.63

Pavement Quality Concrete (PQC) :- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Quantity371.16

Rate7251

Amount 2691381.37

Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.

Quantity-

Rate-

Amount -

Km stone

Quantity2

Rate2778

Amount 5556.18

200 m stone

Quantity4

Rate767

Amount 3068.6

Retro-reflectorised Traffic SignsProviding 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 Technical Specification Clause 1701.

Quantity0.96

Rate13547

Amount 13005.56

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 Technical Specification Clause 801

Quantity-

Rate-

Amount -

600 mm equilateral & triangle

Quantity3

Rate3317

Amount 9951.9

600 mm circular

Quantity2

Rate4716

Amount 9432.5

600 mm x 450 mm rectangular

Quantity2

Rate4573

Amount 9146.1

900 mm x 300 mm,Hazard Marker

Quantity-

Rate-

Amount -

900 mm side octagon

Quantity1

Rate9001

Amount 9001.22

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

Quantity8

Rate666

Amount 5332.16

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701

Quantity200

Rate-

Amount 146

Planting of Trees and their Maintenance for one Year :- Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year

Quantity10

Rate1221

Amount 12216.3

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity-

Rate-

Amount -

At Edge for BT Portion

Quantity40

Rate644

Amount 25761.6

Pedestrian Crossing(2 m in length and providing at 50 cm apart)

Quantity1.8

Rate644

Amount 1159.27

At Edge for New & Old CC Portion

Quantity148

Rate738

Amount 109323.16

Providing and fixing of typical MMGSUY 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

Quantity4

Rate10159

Amount 40636.96

HUME PIPE CULVERT

Quantity-

Rate-

Amount -

Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104

Quantity30.25

Rate386

Amount 11692.53

Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.

Quantity3.16

Rate527

Amount 1665.6

Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Quantity4.9

Rate6556

Amount 32126.26

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M20 )

Quantity33.74

Rate7482

Amount 252467.31

HPC-1000 mm-Providing and laying RCC pipe NP-3 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106

Quantity7.5

Rate7328

Amount 54961.05

Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity20.64

Rate128

Amount 2643.16

Renewal coat

Quantity-

Rate-

Amount -

Tack Coat::-Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.25kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.

Quantity765

Rate15

Amount 12087

Semi-Dense Bituminous Concrete:-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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.

Quantity19.13

Rate13313

Amount 254696.63

Edge for BT Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity40

Rate644

Amount 25761.6

Edge for CC Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity148

Rate738

Amount 109323.16

1% LABOUR CESS

Quantity1

Rate45622

Amount 45622.47

Seigniorage Fee

Quantity1

Rate51498

Amount 51498.94

18 % GST

Quantity1

Rate838686

Amount 838686.34

6 YEAR MAINTENANCE COST

Quantity-

Rate-

Amount -

I st Year

Quantity1

Rate62000

Amount 62000

II rd Year

Quantity1

Rate63900

Amount 63900

III th Year

Quantity1

Rate65700

Amount 65700

IV th Year

Quantity1

Rate67600

Amount 67600

VI th Year

Quantity1

Rate55500

Amount 55500

VII th Year

Quantity1

Rate59000

Amount 59000

1% LABOUR CESS

Quantity1

Rate3737

Amount 3737

Seigniorage Fee

Quantity1

Rate520

Amount 520.81

18 % GST

Quantity1

Rate68032

Amount 68032.41

L024-NARYANPUR TO1 To RAMPUR KESHAW (VR13)

Quantity-

Rate-

Amount -

Clearing and Grubbing :- Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I

Quantity0.4

Rate73248

Amount 29299.5

Construction of Subgrade And Earthen Shoulders :- 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.

Quantity1108

Rate244

Amount 270374.16

Granular Sub-base with Well Graded Material(Grade II) :- 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.

Quantity101.7

Rate2686

Amount 273183.49

Water Bound Macadam Gr III :- 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.

Quantity117.77

Rate5436

Amount 640304.89

Prime 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 Technical Specification Clause 502.

Quantity1570.28

Rate55

Amount 86396.81

Tack Coat :- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.

Quantity5202

Rate18

Amount 98421.84

Semi Dense Bituminous Concrete :- 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.

Quantity130.05

Rate13313

Amount 1731484.4

Pavement Quality Concrete (PQC) :- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Quantity373.46

Rate7251

Amount 2708059.29

Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.

Quantity-

Rate-

Amount -

Km stone

Quantity4

Rate2778

Amount 11112.36

200 m stone

Quantity8

Rate767

Amount 6137.2

Retro-reflectorised Traffic SignsProviding 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 Technical Specification Clause 1701.

Quantity0.96

Rate13547

Amount 13005.56

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 Technical Specification Clause 801

Quantity-

Rate-

Amount -

600 mm equilateral & triangle

Quantity8

Rate3317

Amount 26538.4

600 mm circular

Quantity4

Rate4716

Amount 18865

600 mm x 450 mm rectangular

Quantity6

Rate4573

Amount 27438.3

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

Quantity16

Rate666

Amount 10664.32

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701

Quantity2720

Rate-

Amount 1985.6

Planting of Trees and their Maintenance for one Year :- Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year

Quantity68

Rate1221

Amount 83070.84

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity-

Rate-

Amount -

At Edge for BT Portion

Quantity272

Rate644

Amount 175178.88

Pedestrian Crossing(2 m in length and providing at 50 cm apart)

Quantity3.6

Rate644

Amount 2318.54

At Edge for New & Old CC Portion

Quantity152

Rate738

Amount 112277.84

Providing and fixing of typical MMGSUY 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

Quantity4

Rate10159

Amount 40636.96

BOX CULVERT

Quantity-

Rate-

Amount -

Foundation

Quantity-

Rate-

Amount -

Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104

Quantity96.59

Rate386

Amount 37334.93

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade

Quantity6.72

Rate6556

Amount 44058.87

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20 Grade

Quantity23.61

Rate7482

Amount 176667.26

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

Quantity1.65

Rate66260

Amount 109329.41

Sub Structure

Quantity-

Rate-

Amount -

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC M-20 Grade

Quantity11.13

Rate7482

Amount 83282.78

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 technical specification Clauses 614, 709, 1204.3.7

Quantity36

Rate260

Amount 9376.56

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC M-25 Grade

Quantity13.86

Rate8030

Amount 111305.22

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

Quantity1.34

Rate66465

Amount 89063.44

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (With Sandy Materials )

Quantity32.41

Rate2449

Amount 79387.65

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8

Quantity22.42

Rate4241

Amount 95095.55

Superstructure

Quantity-

Rate-

Amount -

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-30 Grade

Quantity5.81

Rate8691

Amount 50500.11

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

Quantity0.49

Rate67941

Amount 33291.27

Parapet Construction Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M20 )

Quantity3.12

Rate7482

Amount 23346.12

Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity21.76

Rate128

Amount 2786.59

Drainage spouts complete as per drawing and technical specifications Clause 1209

Quantity4

Rate1237

Amount 4948.44

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Quantity1.41

Rate12878

Amount 18158.77

Approch slab : Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-30 Grade

Quantity9

Rate12089

Amount 108801

PCC M15 Ordinary grade (1:2.5:5 ) levelling course below approach slab complete as per drawing and technical specifications clauses 800 and 1211.

Quantity4.5

Rate7105

Amount 31975.02

PARAPET REPAIR

Quantity-

Rate-

Amount -

Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications

Quantity21.44

Rate188

Amount 4045.73

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity21.44

Rate128

Amount 2745.61

300MM Irrigation Pipe

Quantity-

Rate-

Amount -

Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.

Quantity30

Rate978

Amount 29345.7

Dismanteling

Quantity-

Rate-

Amount -

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

Quantity-

Rate-

Amount -

Cement Concrete

Quantity0.81

Rate650

Amount 526.78

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

Quantity-

Rate-

Amount -

Cement mortar

Quantity30.69

Rate302

Amount 9282.8

Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.

Quantity-

Rate-

Amount -

Above 600 mm to 900 mm dia Hume pipe

Quantity5

Rate339

Amount 1696

Renewal coat

Quantity-

Rate-

Amount -

Tack Coat::-Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.25kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.

Quantity5202

Rate15

Amount 82191.6

Semi-Dense Bituminous Concrete:-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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.

Quantity130.05

Rate13313

Amount 1731484.4

Edge for BT Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity272

Rate644

Amount 175178.88

Edge for CC Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity152

Rate738

Amount 112277.84

1% LABOUR CESS

Quantity1

Rate96243

Amount 96243.35

Seigniorage Fee

Quantity1

Rate100954

Amount 100954.89

18 % GST

Quantity1

Rate1767876

Amount 1767876.03

6 YEAR MAINTENANCE COST

Quantity-

Rate-

Amount -

I st Year

Quantity1

Rate208200

Amount 208200

II rd Year

Quantity1

Rate287400

Amount 287400

III th Year

Quantity1

Rate290500

Amount 290500

IV th Year

Quantity1

Rate245600

Amount 245600

VI th Year

Quantity1

Rate164200

Amount 164200

VII th Year

Quantity1

Rate187400

Amount 187400

1% LABOUR CESS

Quantity1

Rate13833

Amount 13833

Seigniorage Fee

Quantity1

Rate3541

Amount 3541.54

18 % GST

Quantity1

Rate252121

Amount 252121.42

Repair of Bhataura P.W.D. road To Narayanpur via Saraiya Basant

Quantity-

Rate-

Amount -

Clearing and Grubbing :- Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I

Quantity0.44

Rate73248

Amount 32229.45

Construction of Subgrade And Earthen Shoulders :- 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.

Quantity1184

Rate244

Amount 288919.68

Granular Sub-base with Well Graded Material(Grade II) :- 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.

Quantity112.52

Rate2686

Amount 302247.85

Water Bound Macadam Gr III :- 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.

Quantity106.54

Rate5436

Amount 579248.39

Prime 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 Technical Specification Clause 502.

Quantity1420.53

Rate55

Amount 78157.56

Tack Coat :- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.

Quantity5087.25

Rate18

Amount 96250.77

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 Technical Specification Clause 503.

Quantity5087.25

Rate15

Amount 80378.55

Bituminous Macadam :- Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.

Quantity254.37

Rate11715

Amount 2979959.81

Semi Dense Bituminous Concrete :- 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.

Quantity127.18

Rate13313

Amount 1693273.25

Pavement Quality Concrete (PQC) :- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Quantity547.45

Rate7251

Amount 3969707.76

Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.

Quantity-

Rate-

Amount -

Km stone

Quantity4

Rate2778

Amount 11112.36

200 m stone

Quantity10

Rate767

Amount 7671.5

Retro-reflectorised Traffic SignsProviding 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 Technical Specification Clause 1701.

Quantity0.96

Rate13547

Amount 13005.56

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 Technical Specification Clause 801

Quantity-

Rate-

Amount -

600 mm equilateral & triangle

Quantity10

Rate3317

Amount 33173

600 mm circular

Quantity6

Rate4716

Amount 28297.5

600 mm x 450 mm rectangular

Quantity4

Rate4573

Amount 18292.2

900 mm side octagon

Quantity1

Rate9001

Amount 9001.22

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

Quantity24

Rate666

Amount 15996.48

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701

Quantity3990

Rate-

Amount 2912.7

Planting of Trees and their Maintenance for one Year :- Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year

Quantity67

Rate1221

Amount 81849.21

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity-

Rate-

Amount -

At Edge for BT Portion

Quantity266

Rate644

Amount 171314.64

Pedestrian Crossing(2 m in length and providing at 50 cm apart)

Quantity10.8

Rate644

Amount 6955.63

At Edge for New & Old CC Portion

Quantity229

Rate738

Amount 169155.43

Providing and fixing of typical MMGSUY 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

Quantity4

Rate10159

Amount 40636.96

BOX CULVERT

Quantity-

Rate-

Amount -

Foundation

Quantity-

Rate-

Amount -

Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104

Quantity193.18

Rate386

Amount 74669.87

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade

Quantity13.44

Rate6556

Amount 88117.75

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20 Grade

Quantity47.22

Rate7482

Amount 353334.51

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

Quantity3.31

Rate66260

Amount 219321.43

Sub Structure

Quantity-

Rate-

Amount -

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC M-20 Grade

Quantity22.25

Rate7482

Amount 166490.74

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 technical specification Clauses 614, 709, 1204.3.7

Quantity72

Rate260

Amount 18753.12

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC M-25 Grade

Quantity27.72

Rate8030

Amount 222610.45

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

Quantity2.67

Rate66465

Amount 177462.22

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (With Sandy Materials )

Quantity64.82

Rate2449

Amount 158775.29

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8

Quantity44.84

Rate4241

Amount 190191.1

Superstructure

Quantity-

Rate-

Amount -

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-30 Grade

Quantity11.63

Rate8691

Amount 101087.15

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

Quantity0.99

Rate67941

Amount 67261.96

Parapet Construction Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M20 )

Quantity6.24

Rate7482

Amount 46692.24

Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity43.52

Rate128

Amount 5573.17

Drainage spouts complete as per drawing and technical specifications Clause 1209

Quantity8

Rate1237

Amount 9896.88

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Quantity2.81

Rate12878

Amount 36188.75

Approch slab : Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-30 Grade

Quantity18

Rate12089

Amount 217602

PCC M15 Ordinary grade (1:2.5:5 ) levelling course below approach slab complete as per drawing and technical specifications clauses 800 and 1211.

Quantity9

Rate7105

Amount 63950.04

PARAPET REPAIR

Quantity-

Rate-

Amount -

Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4

Quantity3.07

Rate5924

Amount 18187.05

Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications

Quantity21.44

Rate188

Amount 4045.73

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity21.44

Rate128

Amount 2745.61

300MM Irrigation Pipe

Quantity-

Rate-

Amount -

Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.

Quantity30

Rate978

Amount 29345.7

Dismanteling

Quantity-

Rate-

Amount -

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

Quantity-

Rate-

Amount -

Cement Concrete

Quantity1.62

Rate650

Amount 1053.57

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

Quantity-

Rate-

Amount -

Cement mortar

Quantity61.38

Rate302

Amount 18565.61

Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.

Quantity-

Rate-

Amount -

Above 600 mm to 900 mm dia Hume pipe

Quantity10

Rate339

Amount 3392

Renewal coat

Quantity-

Rate-

Amount -

Tack Coat::-Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.25kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.

Quantity5087.25

Rate15

Amount 80378.55

Semi-Dense Bituminous Concrete:-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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.

Quantity127.18

Rate13313

Amount 1693273.25

Edge for BT Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity266

Rate644

Amount 171314.64

Edge for CC Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity229

Rate738

Amount 169155.43

1% LABOUR CESS

Quantity1

Rate151189

Amount 151189.11

Seigniorage Fee

Quantity1

Rate142339

Amount 142339.2

18 % GST

Quantity1

Rate2774239

Amount 2774239

6 YEAR MAINTENANCE COST

Quantity-

Rate-

Amount -

I st Year

Quantity1

Rate223100

Amount 223100

II rd Year

Quantity1

Rate301000

Amount 301000

III th Year

Quantity1

Rate304000

Amount 304000

IV th Year

Quantity1

Rate259700

Amount 259700

VI th Year

Quantity1

Rate180000

Amount 180000

VII th Year

Quantity1

Rate202800

Amount 202800

1% LABOUR CESS

Quantity1

Rate14706

Amount 14706

Seigniorage Fee

Quantity1

Rate3463

Amount 3463.42

18 % GST

Quantity1

Rate267978

Amount 267978.5

Taraiya Amnaur Mukhya Path To Bheriya Tinmuhani Path tak

Quantity-

Rate-

Amount -

Clearing and Grubbing :- Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I

Quantity0.06

Rate73248

Amount 4394.93

Construction of Subgrade And Earthen Shoulders :- 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.

Quantity127.5

Rate244

Amount 31112.55

Pavement Quality Concrete (PQC) :- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Quantity255.79

Rate7251

Amount 1854802.35

Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.

Quantity-

Rate-

Amount -

Km stone

Quantity2

Rate2778

Amount 5556.18

200 m stone

Quantity2

Rate767

Amount 1534.3

Retro-reflectorised Traffic SignsProviding 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 Technical Specification Clause 1701.

Quantity0.96

Rate13547

Amount 13005.56

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 Technical Specification Clause 801

Quantity-

Rate-

Amount -

600 mm equilateral & triangle

Quantity3

Rate3317

Amount 9951.9

600 mm circular

Quantity2

Rate4716

Amount 9432.5

600 mm x 450 mm rectangular

Quantity2

Rate4573

Amount 9146.1

900 mm side octagon

Quantity1

Rate9001

Amount 9001.22

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity-

Rate-

Amount -

Pedestrian Crossing(2 m in length and providing at 50 cm apart)

Quantity1.8

Rate644

Amount 1159.27

At Edge for New & Old CC Portion

Quantity102

Rate738

Amount 75344.34

Providing and fixing of typical MMGSUY 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

Quantity3

Rate10159

Amount 30477.72

Renewal coat

Quantity-

Rate-

Amount -

Edge for CC Portiom:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity102

Rate738

Amount 75344.34

1% LABOUR CESS

Quantity1

Rate21302

Amount 21302.72

Seigniorage Fee

Quantity1

Rate28208

Amount 28208.41

18 % GST

Quantity1

Rate392361

Amount 392361

6 YEAR MAINTENANCE COST

Quantity-

Rate-

Amount -

I st Year

Quantity1

Rate66200

Amount 66200

II rd Year

Quantity1

Rate73400

Amount 73400

III th Year

Quantity1

Rate73400

Amount 73400

IV th Year

Quantity1

Rate77500

Amount 77500

VI th Year

Quantity1

Rate50900

Amount 50900

VII th Year

Quantity1

Rate51500

Amount 51500

1% LABOUR CESS

Quantity1

Rate3929

Amount 3929

Seigniorage Fee

Quantity1

Rate838

Amount 838.09

18 % GST

Quantity1

Rate71580

Amount 71580.08

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