Rural Works Department Tender

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Rural Works Department Tender

Works

Bridge Construction

Drainage Work

Eprocure

Madhubani, Bihar

Opening Date17 Mar 2025

Closing Date26 Mar 2025

Tender Amount₹ 31,41,70,452

Email

Download

Costs

EMD
₹ 41,42,000
Document Cost
₹ 10,000
Tender Fee
Refer Documents

Summary

Initial Rectification, Minor Improvement, Surface Renewal, Construction Of Bridge/drainage/protection And Operation & Management

Description

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Contact

Tender Id
2025_RWD_139366_1
Bid Award Id
View
Tender No
RRSMP/24-25 Phulparas/03
Tender Authority
Rural Works Department View
Purchaser Address
-

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Documents

Tender Notice-12.3 MBTendernotice_1.pdf

NIT

BOQ-11.7 MBBOQ_217792.xls

BOQ

Document-314.7 MBCMBD_RRSMP1.pdf

CMBD

Document-2685.1 kBDocument350.pdf

Document-146.0 kBTender_Detail_2025...Tender_Detail_2025_RWD_139366_1.html

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BOQ Items

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Quantity-

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Amount -

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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. For 100 m lead @ 80 %

Quantity1717.2

Rate162

Amount 279783.4

Granular Sub-base with Well Graded Material(Grade 2) : 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.

Quantity114.45

Rate4510

Amount 516264.49

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.

Quantity78.72

Rate6389

Amount 502980.65

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.

Quantity1049.62

Rate55

Amount 58169.94

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.

Quantity15300

Rate19

Amount 291465

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.

Quantity378.75

Rate15070

Amount 5708031.41

Construction of un-reinforced, plain cement concrete pavement (M35 Grade) 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 paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip as approved, curing compound, finishing to lines and grades as per drawing .

Quantity619.51

Rate8645

Amount 5355973.71

Edging with 1st class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres

Quantity2360

Rate97

Amount 229179.6

ii) Km stone

Quantity4

Rate3156

Amount 12625.48

iii) 200 m stone

Quantity13

Rate834

Amount 10848.76

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.

Quantity3.84

Rate13833

Amount 53120.79

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

Quantity13

Rate4476

Amount 58195.8

600 mm circular

Quantity4

Rate4421

Amount 17684.56

600 mm x 450 mm rectangular

Quantity2

Rate4277

Amount 8554.8

900 mm side octagon

Quantity2

Rate8722

Amount 17444.28

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

Quantity48

Rate697

Amount 33464.16

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

Quantity352

Rate-

Amount 256.96

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 61098

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

Quantity800

Rate644

Amount 515232

At Edge For Old CC Portion

Quantity472

Rate755

Amount 356416.64

(I)Providing and Fixing 'Logo' of MMGSUY Project :-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

Rate11212

Amount 44850.72

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

Protection Wall

Quantity-

Rate-

Amount -

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

Quantity67.5

Rate386

Amount 26090.78

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

Quantity6.75

Rate7953

Amount 53687.48

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

Quantity65.41

Rate8910

Amount 582857.39

Providing concrete for plain/reinforced concrete M-20 in coping over protection wall complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 20

Quantity1.5

Rate8910

Amount 13366.25

Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing face complete as per drawing and technical specification

Quantity50

Rate346

Amount 17310

Irrigation Pipe (300MM Dia)

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.

Quantity50

Rate967

Amount 48396.5

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

Quantity19.77

Rate6235

Amount 123280.78

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

Quantity137.6

Rate233

Amount 32063.55

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

Quantity137.6

Rate130

Amount 17959.55

RCC Slab Culvert

Quantity-

Rate-

Amount -

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Quantity266.37

Rate386

Amount 102960

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

Quantity5.13

Rate537

Amount 2757.32

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

Quantity43.44

Rate7953

Amount 345508.73

Providing PCC M 20 (1:2:4) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Quantity160.08

Rate8639

Amount 1382998.35

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. ( M20 (PCC 1:2:4)

Quantity97.73

Rate8910

Amount 870855.42

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

Quantity15.99

Rate9384

Amount 150051.44

RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5

Quantity22.27

Rate9474

Amount 211000.68

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Quantity2.26

Rate67941

Amount 153547.5

Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight

Quantity27

Rate53

Amount 1437.75

Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing

Quantity64

Rate346

Amount 22156.8

Drainage spouts complete as per drawing and technical specifications Clause 1209.

Quantity6

Rate995

Amount 5971.74

Painting on Parapet Wall 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

Quantity62.72

Rate130

Amount 8186.21

1% LABOUR CESS

Quantity1

Rate184615

Amount 184615.22

Seigniorage Fee

Quantity1

Rate195953

Amount 195953.78

18 % GST

Quantity1

Rate3391576

Amount 3391576.41

I st Year

Quantity1

Rate334200

Amount 334200

II nd Year

Quantity1

Rate411400

Amount 411400

III rd Year

Quantity1

Rate434200

Amount 434200

IV th Year

Quantity1

Rate406300

Amount 406300

VI th Year

Quantity1

Rate291100

Amount 291100

VII th Year

Quantity1

Rate330300

Amount 330300

1% LABOUR CESS

Quantity1

Rate22075

Amount 22075

Seigniorage Fee

Quantity1

Rate21463

Amount 21463.4

18 % GST

Quantity1

Rate405186

Amount 405186.91

Amauja Mandal Tol To Amuja Belha Tol

Quantity-

Rate-

Amount -

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

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. For 1000 m lead @ 20 %

Quantity292.5

Rate243

Amount 71334.9

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. For 100 m lead @ 80 %

Quantity1170

Rate162

Amount 190628.1

Construction of un-reinforced, plain cement concrete pavement (M35 Grade) 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 paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip as approved, curing compound, finishing to lines and grades as per drawing .

Quantity670.32

Rate8645

Amount 5795251.56

Edging with 1st class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres

Quantity2600

Rate97

Amount 252486

Kilometre stone

Quantity-

Rate-

Amount -

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 -

ii) Km stone

Quantity2

Rate3156

Amount 6312.74

iii) 200 m stone

Quantity6

Rate834

Amount 5007.12

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.

Quantity7.68

Rate13833

Amount 106241.59

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810

Quantity-

Rate-

Amount -

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

Quantity7

Rate4476

Amount 31336.2

600 mm circular

Quantity6

Rate4421

Amount 26526.84

600 mm x 450 mm rectangular

Quantity4

Rate4277

Amount 17109.6

900 mm side octagon

Quantity2

Rate8722

Amount 17444.28

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

Quantity22

Rate697

Amount 15337.74

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

Quantity176

Rate-

Amount 128.48

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 Old CC Portion

Quantity520

Rate755

Amount 392662.4

(I)Providing and Fixing 'Logo' of MMGSUY Project :-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

Rate11212

Amount 44850.72

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

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

Quantity11.33

Rate6235

Amount 70651.05

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

Quantity79.36

Rate233

Amount 18492.47

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

Quantity79.36

Rate130

Amount 10358.07

1% LABOUR CESS

Quantity1

Rate70934

Amount 70934.02

Seigniorage Fee

Quantity1

Rate82811

Amount 82811.71

18 % GST

Quantity1

Rate1304486

Amount 1304486.59

I st Year

Quantity1

Rate66400

Amount 66400

II nd Year

Quantity1

Rate68400

Amount 68400

III rd Year

Quantity1

Rate68400

Amount 68400

IV th Year

Quantity1

Rate68400

Amount 68400

VI th Year

Quantity1

Rate75800

Amount 75800

VII th Year

Quantity1

Rate76300

Amount 76300

1% LABOUR CESS

Quantity1

Rate4237

Amount 4237

Seigniorage Fee

Quantity1

Rate4579

Amount 4579.21

18 % GST

Quantity1

Rate77852

Amount 77852.92

Amauja To Rahtonia

Quantity-

Rate-

Amount -

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

Quantity0.23

Rate73248

Amount 16847.21

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. For 1000 m lead @ 20 %

Quantity225

Rate243

Amount 54873

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. For 100 m lead @ 80 %

Quantity900

Rate162

Amount 146637

Construction of un-reinforced, plain cement concrete pavement (M35 Grade) 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 paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip as approved, curing compound, finishing to lines and grades as per drawing .

Quantity525

Rate8645

Amount 4538887.5

Edging with 1st class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres

Quantity2000

Rate97

Amount 194220

Kilometre stone

Quantity-

Rate-

Amount -

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 -

ii) Km stone

Quantity2

Rate3156

Amount 6312.74

iii) 200 m stone

Quantity4

Rate834

Amount 3338.08

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

Rate13833

Amount 26560.4

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

Quantity7

Rate4476

Amount 31336.2

600 mm circular

Quantity3

Rate4421

Amount 13263.42

600 mm x 450 mm rectangular

Quantity1

Rate4277

Amount 4277.4

900 mm side octagon

Quantity2

Rate8722

Amount 17444.28

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

Quantity18

Rate697

Amount 12549.06

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

Quantity132

Rate-

Amount 96.36

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 Old CC Portion

Quantity400

Rate755

Amount 302048

(I)Providing and Fixing 'Logo' of MMGSUY Project :-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

Rate11212

Amount 44850.72

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

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

Quantity9.98

Rate6235

Amount 62232.79

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

Quantity69.44

Rate233

Amount 16180.91

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

Quantity69.44

Rate130

Amount 9063.31

1% LABOUR CESS

Quantity1

Rate55010

Amount 55010.18

Seigniorage Fee

Quantity1

Rate65698

Amount 65698.42

18 % GST

Quantity1

Rate1011910

Amount 1011910.86

I st Year

Quantity1

Rate51300

Amount 51300

II nd Year

Quantity1

Rate53100

Amount 53100

III rd Year

Quantity1

Rate53100

Amount 53100

IV th Year

Quantity1

Rate53100

Amount 53100

VI th Year

Quantity1

Rate60200

Amount 60200

VII th Year

Quantity1

Rate60500

Amount 60500

1% LABOUR CESS

Quantity1

Rate3313

Amount 3313

Seigniorage Fee

Quantity1

Rate3522

Amount 3522.47

18 % GST

Quantity1

Rate60864

Amount 60864.38

Bajartol To Mahadalit Tol

Quantity-

Rate-

Amount -

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

Quantity0.41

Rate73248

Amount 30031.99

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.

Quantity2385

Rate19

Amount 45362.7

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. For 1000 m lead @ 20 %

Quantity245.7

Rate243

Amount 59921.32

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. For 100 m lead @ 80 %

Quantity982.8

Rate162

Amount 160127.6

Granular Sub-base with Well Graded Material(Grade 2) : 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.

Quantity44.44

Rate4510

Amount 200461.29

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.

Quantity46.34

Rate6389

Amount 296088.97

Construction of un-reinforced, plain cement concrete pavement (M35 Grade) 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 paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip as approved, curing compound, finishing to lines and grades as per drawing .

Quantity905.82

Rate8645

Amount 7831266.81

Edging with 1st class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres

Quantity3640

Rate97

Amount 353480.4

Kilometre stone

Quantity-

Rate-

Amount -

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 -

ii) Km stone

Quantity3

Rate3156

Amount 9469.11

iii) 200 m stone

Quantity7

Rate834

Amount 5841.64

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

Rate13833

Amount 79681.19

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

Quantity14

Rate4476

Amount 62672.4

600 mm circular

Quantity6

Rate4421

Amount 26526.84

600 mm x 450 mm rectangular

Quantity3

Rate4277

Amount 12832.2

900 mm side octagon

Quantity3

Rate8722

Amount 26166.42

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

Quantity30

Rate697

Amount 20915.1

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

Quantity176

Rate-

Amount 128.48

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 Old CC Portion

Quantity728

Rate755

Amount 549727.36

(I)Providing and Fixing 'Logo' of MMGSUY Project :-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

Rate11212

Amount 44850.72

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

Protection Wall

Quantity-

Rate-

Amount -

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

Quantity94.5

Rate386

Amount 36527.09

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

Quantity9.45

Rate7953

Amount 75162.47

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

Quantity91.57

Rate8910

Amount 815964.7

Providing concrete for plain/reinforced concrete M-20 in coping over protection wall complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 20

Quantity2.1

Rate8910

Amount 18712.74

Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing face complete as per drawing and technical specification

Quantity70

Rate346

Amount 24234

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

Quantity17.71

Rate6235

Amount 110435.13

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

Quantity120.96

Rate233

Amount 28186.1

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

Quantity232.8

Rate130

Amount 30385.06

RCC Slab Culvert

Quantity-

Rate-

Amount -

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Quantity86.86

Rate386

Amount 33574

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

Quantity2.02

Rate537

Amount 1085.73

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

Quantity13.84

Rate7953

Amount 110079.21

Providing PCC M 20 (1:2:4) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Quantity55.1

Rate8639

Amount 476032.04

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. ( M20 (PCC 1:2:4)

Quantity26.71

Rate8910

Amount 238008.27

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

Quantity8.75

Rate9384

Amount 82110.7

RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5

Quantity8.01

Rate9474

Amount 75892.03

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Quantity0.91

Rate67941

Amount 61826.65

Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight

Quantity15

Rate53

Amount 798.75

Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing

Quantity28

Rate346

Amount 9693.6

Drainage spouts complete as per drawing and technical specifications Clause 1209.

Quantity2

Rate995

Amount 1990.58

Painting on Parapet Wall 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

Quantity29.76

Rate130

Amount 3884.28

1% LABOUR CESS

Quantity1

Rate120501

Amount 120501.36

Seigniorage Fee

Quantity1

Rate151602

Amount 151602.08

18 % GST

Quantity1

Rate2218003

Amount 2218003.03

I st Year

Quantity1

Rate91400

Amount 91400

II nd Year

Quantity1

Rate92800

Amount 92800

III rd Year

Quantity1

Rate92800

Amount 92800

IV th Year

Quantity1

Rate92800

Amount 92800

VI th Year

Quantity1

Rate98000

Amount 98000

VII th Year

Quantity1

Rate98300

Amount 98300

1% LABOUR CESS

Quantity1

Rate5661

Amount 5661

Seigniorage Fee

Quantity1

Rate6410

Amount 6410.89

18 % GST

Quantity1

Rate104070

Amount 104070.94

Barhi To Dhausi

Quantity-

Rate-

Amount -

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

Quantity0.36

Rate73248

Amount 26369.55

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.

Quantity1350

Rate19

Amount 25677

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. For 1000 m lead @ 20 %

Quantity216

Rate243

Amount 52678.08

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. For 100 m lead @ 80 %

Quantity864

Rate162

Amount 140771.52

Granular Sub-base with Well Graded Material(Grade 2) : 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.

Quantity146.33

Rate4506

Amount 659455.17

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.

Quantity123.47

Rate6382

Amount 788039.87

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.

Quantity1646.22

Rate55

Amount 91233.51

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.

Quantity6120

Rate19

Amount 116586

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.

Quantity151.5

Rate15070

Amount 2283212.57

Construction of un-reinforced, plain cement concrete pavement (M35 Grade) 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 paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip as approved, curing compound, finishing to lines and grades as per drawing .

Quantity382.5

Rate8645

Amount 3306903.75

Edging with 1st class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres

Quantity1600

Rate97

Amount 155376

Kilometre stone

Quantity-

Rate-

Amount -

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 -

ii) Km stone

Quantity3

Rate3155

Amount 9465.33

iii) 200 m stone

Quantity6

Rate834

Amount 5005.8

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.

Quantity7.68

Rate13832

Amount 106235.6

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

Quantity7

Rate4476

Amount 31332.07

600 mm circular

Quantity6

Rate4420

Amount 26523.3

600 mm x 450 mm rectangular

Quantity4

Rate4276

Amount 17107.28

900 mm side octagon

Quantity2

Rate8721

Amount 17443.1

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

Quantity26

Rate697

Amount 18123.56

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

Quantity220

Rate-

Amount 160.6

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

Quantity20

Rate1221

Amount 24439.2

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 -

At Edge For BT Portion

Quantity320

Rate644

Amount 206092.8

At Edge For Old CC Portion

Quantity320

Rate755

Amount 241638.4

(I)Providing and Fixing 'Logo' of MMGSUY Project :-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

Rate11211

Amount 44846

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

Irrigation Pipe (300MM Dia)

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.

Quantity20

Rate967

Amount 19358.6

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

Quantity13.16

Rate6235

Amount 82062.47

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

Quantity92.48

Rate233

Amount 21549.69

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

Quantity145.28

Rate130

Amount 18961.95

1% LABOUR CESS

Quantity1

Rate85366

Amount 85366.49

Seigniorage Fee

Quantity1

Rate77003

Amount 77003.23

18 % GST

Quantity1

Rate1565823

Amount 1565823.32

I st Year

Quantity1

Rate151600

Amount 151600

II nd Year

Quantity1

Rate183000

Amount 183000

III rd Year

Quantity1

Rate192100

Amount 192100

IV th Year

Quantity1

Rate180900

Amount 180900

VI th Year

Quantity1

Rate136100

Amount 136100

VII th Year

Quantity1

Rate152000

Amount 152000

1% LABOUR CESS

Quantity1

Rate9957

Amount 9957

Seigniorage Fee

Quantity1

Rate9740

Amount 9740.73

18 % GST

Quantity1

Rate182771

Amount 182771.59

Dhanauja To Suggapatti Seema

Quantity-

Rate-

Amount -

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

Quantity0.78

Rate73248

Amount 57134.03

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. For 1000 m lead @ 20 %

Quantity467.1

Rate243

Amount 113916.35

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. For 100 m lead @ 80 %

Quantity1868.4

Rate162

Amount 304418.41

Granular Sub-base with Well Graded Material(Grade 2) : 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.

Quantity258.74

Rate4510

Amount 1167132.15

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.

Quantity171.05

Rate6389

Amount 1092922.26

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.

Quantity2280.68

Rate55

Amount 126395.29

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.

Quantity17289

Rate19

Amount 329355.45

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.

Quantity427.99

Rate15070

Amount 6450113.17

Construction of un-reinforced, plain cement concrete pavement (M35 Grade) 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 paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip as approved, curing compound, finishing to lines and grades as per drawing .

Quantity630

Rate8645

Amount 5446665

Edging with 1st class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres

Quantity2400

Rate97

Amount 233064

Kilometre stone

Quantity-

Rate-

Amount -

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 -

ii) Km stone

Quantity4

Rate3156

Amount 12625.48

iii) 200 m stone

Quantity14

Rate834

Amount 11683.28

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.

Quantity7.68

Rate13833

Amount 106241.59

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

Quantity30

Rate4476

Amount 134298

600 mm circular

Quantity12

Rate4421

Amount 53053.68

600 mm x 450 mm rectangular

Quantity8

Rate4277

Amount 34219.2

900 mm side octagon

Quantity8

Rate8722

Amount 69777.12

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

Quantity52

Rate697

Amount 36252.84

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

Quantity308

Rate-

Amount 224.84

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

Quantity57

Rate1221

Amount 69651.72

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

Quantity904

Rate644

Amount 582212.16

At Edge For Old CC Portion

Quantity480

Rate755

Amount 362457.6

(I)Providing and Fixing 'Logo' of MMGSUY Project :-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

Rate11212

Amount 44850.72

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

Protection Wall

Quantity-

Rate-

Amount -

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

Quantity94.5

Rate386

Amount 36527.09

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

Quantity9.45

Rate7953

Amount 75162.47

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

Quantity91.57

Rate8910

Amount 815964.7

Providing concrete for plain/reinforced concrete M-20 in coping over protection wall complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 20

Quantity2.1

Rate8910

Amount 18712.74

Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing face complete as per drawing and technical specification

Quantity70

Rate346

Amount 24234

Irrigation Pipe (300MM Dia)

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

Rate967

Amount 58075.8

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

Quantity20.44

Rate6235

Amount 127458.73

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

Quantity142.08

Rate233

Amount 33107.48

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

Quantity194.88

Rate130

Amount 25435.74

Dismantling

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

Quantity2.31

Rate652

Amount 1507.37

Reinforced Cement Concrete

Quantity3

Rate1526

Amount 4578.51

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.

Quantity55.44

Rate302

Amount 16768.94

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

RCC Slab Culvert

Quantity-

Rate-

Amount -

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Quantity78.03

Rate386

Amount 30160.94

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

Quantity1.01

Rate537

Amount 542.86

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

Quantity11.45

Rate7953

Amount 91069.87

Providing PCC M 20 (1:2:4) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Quantity50.56

Rate8639

Amount 436809.08

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. ( M20 (PCC 1:2:4)

Quantity33.49

Rate8910

Amount 298423.7

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

Quantity6.67

Rate9384

Amount 62591.81

RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5

Quantity3.69

Rate9474

Amount 34961.5

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Quantity0.49

Rate67941

Amount 33291.27

Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight

Quantity12

Rate53

Amount 639

Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing

Quantity32

Rate346

Amount 11078.4

Drainage spouts complete as per drawing and technical specifications Clause 1209.

Quantity2

Rate995

Amount 1990.58

Painting on Parapet Wall 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

Quantity26.56

Rate130

Amount 3466.61

1% LABOUR CESS

Quantity1

Rate190829

Amount 190829.2

Seigniorage Fee

Quantity1

Rate190140

Amount 190140.85

18 % GST

Quantity1

Rate3503500

Amount 3503500.12

I st Year

Quantity1

Rate369700

Amount 369700

II nd Year

Quantity1

Rate447400

Amount 447400

III rd Year

Quantity1

Rate473100

Amount 473100

IV th Year

Quantity1

Rate450200

Amount 450200

VI th Year

Quantity1

Rate318100

Amount 318100

VII th Year

Quantity1

Rate362000

Amount 362000

1% LABOUR CESS

Quantity1

Rate24205

Amount 24205

Seigniorage Fee

Quantity1

Rate23783

Amount 23783.74

18 % GST

Quantity1

Rate444327

Amount 444327.97

Ekhara To Halwae Tol

Quantity-

Rate-

Amount -

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

Quantity0.09

Rate73248

Amount 6592.39

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. For 1000 m lead @ 20 %

Quantity54

Rate243

Amount 13169.52

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. For 100 m lead @ 80 %

Quantity216

Rate162

Amount 35192.88

Construction of un-reinforced, plain cement concrete pavement (M35 Grade) 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 paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip as approved, curing compound, finishing to lines and grades as per drawing .

Quantity210

Rate8645

Amount 1815555

Edging with 1st class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres

Quantity800

Rate97

Amount 77688

Kilometre stone

Quantity-

Rate-

Amount -

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 -

ii) Km stone

Quantity1

Rate3156

Amount 3156.37

iii) 200 m stone

Quantity2

Rate834

Amount 1669.04

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

Rate13833

Amount 26560.4

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

Rate4476

Amount 22383

600 mm circular

Quantity2

Rate4421

Amount 8842.28

600 mm x 450 mm rectangular

Quantity1

Rate4277

Amount 4277.4

900 mm side octagon

Quantity1

Rate8722

Amount 8722.14

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

Quantity6

Rate697

Amount 4183.02

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 Old CC Portion

Quantity160

Rate755

Amount 120819.2

(I)Providing and Fixing 'Logo' of MMGSUY Project :-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

Rate11212

Amount 44850.72

1% LABOUR CESS

Quantity1

Rate21936

Amount 21936.61

Seigniorage Fee

Quantity1

Rate22979

Amount 22979.97

18 % GST

Quantity1

Rate402944

Amount 402944.03

I st Year

Quantity1

Rate18100

Amount 18100

II nd Year

Quantity1

Rate18100

Amount 18100

III rd Year

Quantity1

Rate18100

Amount 18100

IV th Year

Quantity1

Rate18100

Amount 18100

VI th Year

Quantity1

Rate18100

Amount 18100

VII th Year

Quantity1

Rate18100

Amount 18100

1% LABOUR CESS

Quantity1

Rate1086

Amount 1086

Seigniorage Fee

Quantity1

Rate1408

Amount 1408.99

18 % GST

Quantity1

Rate19997

Amount 19997.1

Jagatpur Sanstha To Godhiyari Tol Dharamtol RWD Sadak

Quantity-

Rate-

Amount -

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

Quantity0.7

Rate73248

Amount 51274.13

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.

Quantity562.5

Rate19

Amount 10698.75

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. For 1000 m lead @ 20 %

Quantity421.2

Rate243

Amount 102722.26

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. For 100 m lead @ 80 %

Quantity1684.8

Rate162

Amount 274504.46

Granular Sub-base with Well Graded Material(Grade 2) : 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.

Quantity206.24

Rate4510

Amount 930313.58

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.

Quantity131.62

Rate6389

Amount 840984.67

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.

Quantity1754.97

Rate55

Amount 97260.44

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.

Quantity17365.5

Rate19

Amount 330812.78

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.

Quantity429.88

Rate15070

Amount 6478596.81

Construction of un-reinforced, plain cement concrete pavement (M35 Grade) 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 paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip as approved, curing compound, finishing to lines and grades as per drawing .

Quantity-

Rate-

Amount -

Construction of un-reinforced, plain cement concrete pavement (M35 Grade) 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 paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip as approved, curing compound, finishing to lines and grades as per drawing .

Quantity303.28

Rate8645

Amount 2622007.24

Edging with 1st class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres

Quantity1200

Rate97

Amount 116532

Kilometre stone

Quantity-

Rate-

Amount -

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 -

ii) Km stone

Quantity4

Rate3156

Amount 12625.48

iii) 200 m stone

Quantity13

Rate834

Amount 10848.76

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.

Quantity3.84

Rate13833

Amount 53120.79

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

Quantity14

Rate4476

Amount 62672.4

600 mm circular

Quantity7

Rate4421

Amount 30947.98

600 mm x 450 mm rectangular

Quantity2

Rate4277

Amount 8554.8

900 mm side octagon

Quantity5

Rate8722

Amount 43610.7

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

Quantity44

Rate697

Amount 30675.48

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

Quantity396

Rate-

Amount 289.08

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

Quantity57

Rate1221

Amount 69651.72

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

Quantity908

Rate644

Amount 584788.32

At Edge For Old CC Portion

Quantity340

Rate755

Amount 256740.8

(I)Providing and Fixing 'Logo' of MMGSUY Project :-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

Rate11212

Amount 44850.72

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

Protection Wall

Quantity-

Rate-

Amount -

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

Quantity81

Rate386

Amount 31308.93

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

Quantity8.1

Rate7953

Amount 64424.97

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

Quantity78.49

Rate8910

Amount 699411.05

Providing concrete for plain/reinforced concrete M-20 in coping over protection wall complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 20

Quantity1.8

Rate8910

Amount 16039.49

Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing face complete as per drawing and technical specification

Quantity60

Rate346

Amount 20772

Irrigation Pipe (300MM Dia)

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

Rate967

Amount 58075.8

Hume Pipe Culverts

Quantity-

Rate-

Amount -

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

Quantity29.8

Rate386

Amount 11518.59

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

Quantity4.6

Rate7953

Amount 36587.02

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M205 (PCC 1:2:4)

Quantity33.74

Rate8910

Amount 300651.4

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 - 1000 mm Dia Pipe

Quantity7.5

Rate7133

Amount 53503.2

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

Quantity20.64

Rate130

Amount 2693.93

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

Quantity27.83

Rate6235

Amount 173540.92

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

Quantity193.28

Rate233

Amount 45038.11

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

Quantity250.88

Rate130

Amount 32744.86

Dismantling

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

Quantity2.31

Rate652

Amount 1507.37

Reinforced Cement Concrete

Quantity3

Rate1526

Amount 4578.51

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.

Quantity55.44

Rate302

Amount 16768.94

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

1% LABOUR CESS

Quantity1

Rate146359

Amount 146359.45

Seigniorage Fee

Quantity1

Rate123371

Amount 123371.73

18 % GST

Quantity1

Rate2683021

Amount 2683021.76

I st Year

Quantity1

Rate358200

Amount 358200

II nd Year

Quantity1

Rate418400

Amount 418400

III rd Year

Quantity1

Rate444200

Amount 444200

IV th Year

Quantity1

Rate439700

Amount 439700

VI th Year

Quantity1

Rate307800

Amount 307800

VII th Year

Quantity1

Rate352200

Amount 352200

1% LABOUR CESS

Quantity1

Rate23205

Amount 23205

Seigniorage Fee

Quantity1

Rate22637

Amount 22637.41

18 % GST

Quantity1

Rate425941

Amount 425941.63

Jakhrahi To Gatipatti

Quantity-

Rate-

Amount -

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

Quantity1.04

Rate73248

Amount 76178.7

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.

Quantity3037.5

Rate19

Amount 57773.25

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. For 1000 m lead @ 20 %

Quantity621

Rate243

Amount 151449.48

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. For 100 m lead @ 80 %

Quantity2484

Rate162

Amount 404718.12

Granular Sub-base with Well Graded Material(Grade 2) : 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.

Quantity370.01

Rate4510

Amount 1669052.21

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.

Quantity231.42

Rate6389

Amount 1478655.78

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.

Quantity3085.59

Rate55

Amount 171003.4

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.

Quantity21420

Rate19

Amount 408051

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.

Quantity530.25

Rate15070

Amount 7991243.98

Construction of un-reinforced, plain cement concrete pavement (M35 Grade) 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 paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip as approved, curing compound, finishing to lines and grades as per drawing .

Quantity881.72

Rate8645

Amount 7622910.26

Edging with 1st class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres

Quantity3600

Rate97

Amount 349596

Kilometre stone

Quantity-

Rate-

Amount -

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 -

ii) Km stone

Quantity6

Rate3156

Amount 18938.22

iii) 200 m stone

Quantity18

Rate834

Amount 15021.36

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.

Quantity3.84

Rate13833

Amount 53120.79

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

Quantity14

Rate4476

Amount 62672.4

600 mm circular

Quantity7

Rate4421

Amount 30947.98

600 mm x 450 mm rectangular

Quantity2

Rate4277

Amount 8554.8

900 mm side octagon

Quantity5

Rate8722

Amount 43610.7

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

Quantity48

Rate697

Amount 33464.16

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

Quantity440

Rate-

Amount 321.2

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

Quantity70

Rate1221

Amount 85537.2

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 -

At Edge For BT Portion

Quantity1120

Rate644

Amount 721324.8

At Edge For Old CC Portion

Quantity720

Rate755

Amount 543686.4

(I)Providing and Fixing 'Logo' of MMGSUY Project :-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

Rate11212

Amount 44850.72

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

Irrigation Pipe (300MM Dia)

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.

Quantity70

Rate967

Amount 67755.1

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

Quantity38.59

Rate6235

Amount 240637.59

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

Quantity266.88

Rate233

Amount 62188.38

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

Quantity372.48

Rate130

Amount 48616.09

1% LABOUR CESS

Quantity1

Rate224618

Amount 224618.8

Seigniorage Fee

Quantity1

Rate201909

Amount 201909.35

18 % GST

Quantity1

Rate4119913

Amount 4119913.48

I st Year

Quantity1

Rate482400

Amount 482400

II nd Year

Quantity1

Rate549500

Amount 549500

III rd Year

Quantity1

Rate581400

Amount 581400

IV th Year

Quantity1

Rate582900

Amount 582900

VI th Year

Quantity1

Rate426500

Amount 426500

VII th Year

Quantity1

Rate480200

Amount 480200

1% LABOUR CESS

Quantity1

Rate31029

Amount 31029

Seigniorage Fee

Quantity1

Rate30570

Amount 30570.08

18 % GST

Quantity1

Rate569609

Amount 569609.83

L028 To Purwi Tola

Quantity-

Rate-

Amount -

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

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. For 1000 m lead @ 20 %

Quantity108

Rate243

Amount 26339.04

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. For 100 m lead @ 80 %

Quantity432

Rate162

Amount 70385.76

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

Quantity47.25

Rate1709

Amount 80760.65

Granular Sub-base with Well Graded Material(Grade 2) : 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.

Quantity26.25

Rate4510

Amount 118409.29

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

Quantity19.69

Rate5545

Amount 109184

Construction of un-reinforced, plain cement concrete pavement (M35 Grade) 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 paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip as approved, curing compound, finishing to lines and grades as per drawing .

Quantity409.22

Rate8645

Amount 3537911.51

Edging with 1st class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres

Quantity1600

Rate97

Amount 155376

Kilometre stone

Quantity-

Rate-

Amount -

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 -

ii) Km stone

Quantity2

Rate3156

Amount 6312.74

iii) 200 m stone

Quantity3

Rate834

Amount 2503.56

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

Rate13833

Amount 26560.4

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

Rate4476

Amount 22383

600 mm circular

Quantity2

Rate4421

Amount 8842.28

600 mm x 450 mm rectangular

Quantity1

Rate4277

Amount 4277.4

900 mm side octagon

Quantity1

Rate8722

Amount 8722.14

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

Quantity6

Rate697

Amount 4183.02

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 Old CC Portion

Quantity320

Rate755

Amount 241638.4

(I)Providing and Fixing 'Logo' of MMGSUY Project :-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

Rate11212

Amount 44850.72

1% LABOUR CESS

Quantity1

Rate44818

Amount 44818.25

Seigniorage Fee

Quantity1

Rate48692

Amount 48692.24

18 % GST

Quantity1

Rate823560

Amount 823560.33

I st Year

Quantity1

Rate36200

Amount 36200

II nd Year

Quantity1

Rate36200

Amount 36200

III rd Year

Quantity1

Rate36200

Amount 36200

IV th Year

Quantity1

Rate36200

Amount 36200

VI th Year

Quantity1

Rate36200

Amount 36200

VII th Year

Quantity1

Rate36200

Amount 36200

1% LABOUR CESS

Quantity1

Rate2172

Amount 2172

Seigniorage Fee

Quantity1

Rate2817

Amount 2817.97

18 % GST

Quantity1

Rate39994

Amount 39994.2

L031-T02 To Musharniya (VR30)

Quantity-

Rate-

Amount -

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

Quantity0.25

Rate73248

Amount 18312.19

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.

Quantity450

Rate19

Amount 8559

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. For 1000 m lead @ 20 %

Quantity149.85

Rate243

Amount 36545.42

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. For 100 m lead @ 80 %

Quantity599.4

Rate162

Amount 97660.24

Granular Sub-base with Well Graded Material(Grade 2) : 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.

Quantity40.4

Rate4510

Amount 182237.53

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.

Quantity40.28

Rate6389

Amount 257368.66

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.

Quantity537.09

Rate55

Amount 29765.53

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.

Quantity3901.5

Rate19

Amount 74323.58

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.

Quantity96.58

Rate15070

Amount 1455529.17

Construction of un-reinforced, plain cement concrete pavement (M35 Grade) 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 paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip as approved, curing compound, finishing to lines and grades as per drawing .

Quantity305.63

Rate8645

Amount 2642324.17

Edging with 1st class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres

Quantity1200

Rate97

Amount 116532

Kilometre stone

Quantity-

Rate-

Amount -

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 -

ii) Km stone

Quantity2

Rate3156

Amount 6312.74

iii) 200 m stone

Quantity5

Rate834

Amount 4172.6

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.

Quantity1.92

Rate13833

Amount 26560.4

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

Rate4476

Amount 26859.6

600 mm circular

Quantity2

Rate4421

Amount 8842.28

600 mm x 450 mm rectangular

Quantity1

Rate4277

Amount 4277.4

900 mm side octagon

Quantity1

Rate8722

Amount 8722.14

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

Quantity12

Rate697

Amount 8366.04

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

Quantity44

Rate-

Amount 32.12

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

Quantity13

Rate1221

Amount 15885.48

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

Quantity204

Rate644

Amount 131384.16

At Edge For Old CC Portion

Quantity240

Rate755

Amount 181228.8

(I)Providing and Fixing 'Logo' of MMGSUY Project :-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

Rate11212

Amount 44850.72

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

Irrigation Pipe (300MM Dia)

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.

Quantity10

Rate967

Amount 9679.3

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

Quantity4.42

Rate6235

Amount 27562.02

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

Quantity30.4

Rate233

Amount 7083.81

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

Quantity30.4

Rate130

Amount 3967.81

Dismantling

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 -

1% LABOUR CESS

Quantity1

Rate54349

Amount 54349.45

Seigniorage Fee

Quantity1

Rate48422

Amount 48422.15

18 % GST

Quantity1

Rate996788

Amount 996788.97

I st Year

Quantity1

Rate96500

Amount 96500

II nd Year

Quantity1

Rate115300

Amount 115300

III rd Year

Quantity1

Rate121100

Amount 121100

IV th Year

Quantity1

Rate113800

Amount 113800

VI th Year

Quantity1

Rate80000

Amount 80000

VII th Year

Quantity1

Rate89800

Amount 89800

1% LABOUR CESS

Quantity1

Rate6165

Amount 6165

Seigniorage Fee

Quantity1

Rate6526

Amount 6526.74

18 % GST

Quantity1

Rate113254

Amount 113254.51

L032-T04 To Goriyari (VR31)

Quantity-

Rate-

Amount -

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

Quantity0.76

Rate73248

Amount 55669.05

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. For 1000 m lead @ 20 %

Quantity456.3

Rate243

Amount 111282.44

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. For 100 m lead @ 80 %

Quantity1825.2

Rate162

Amount 297379.84

Granular Sub-base with Well Graded Material(Grade 2) : 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.

Quantity114.45

Rate4510

Amount 516264.49

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.

Quantity78.72

Rate6389

Amount 502980.65

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.

Quantity1049.62

Rate55

Amount 58169.94

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.

Quantity20502

Rate19

Amount 390563.1

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.

Quantity507.53

Rate15070

Amount 7648837.45

Construction of un-reinforced, plain cement concrete pavement (M35 Grade) 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 paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip as approved, curing compound, finishing to lines and grades as per drawing .

Quantity367.51

Rate8645

Amount 3177307.71

Edging with 1st class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres

Quantity1400

Rate97

Amount 135954

Kilometre stone

Quantity-

Rate-

Amount -

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 -

ii) Km stone

Quantity4

Rate3156

Amount 12625.48

iii) 200 m stone

Quantity14

Rate834

Amount 11683.28

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.

Quantity3.84

Rate13833

Amount 53120.79

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

Quantity13

Rate4476

Amount 58195.8

600 mm circular

Quantity6

Rate4421

Amount 26526.84

600 mm x 450 mm rectangular

Quantity3

Rate4277

Amount 12832.2

900 mm side octagon

Quantity4

Rate8722

Amount 34888.56

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

Quantity50

Rate697

Amount 34858.5

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

Quantity440

Rate-

Amount 321.2

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 81871.32

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 -

At Edge For BT Portion

Quantity1072

Rate644

Amount 690410.88

At Edge For Old CC Portion

Quantity280

Rate755

Amount 211433.6

(I)Providing and Fixing 'Logo' of MMGSUY Project :-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

Rate11212

Amount 44850.72

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

Irrigation Pipe (300MM Dia)

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.

Quantity70

Rate967

Amount 67755.1

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

Quantity36.09

Rate6235

Amount 225048.22

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

Quantity250.24

Rate233

Amount 58310.92

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

Quantity307.84

Rate130

Amount 40179.28

1% LABOUR CESS

Quantity1

Rate145593

Amount 145593.21

Seigniorage Fee

Quantity1

Rate132833

Amount 132833.32

18 % GST

Quantity1

Rate2670794

Amount 2670794.62

I st Year

Quantity1

Rate409000

Amount 409000

II nd Year

Quantity1

Rate511300

Amount 511300

III rd Year

Quantity1

Rate541800

Amount 541800

IV th Year

Quantity1

Rate504400

Amount 504400

VI th Year

Quantity1

Rate346100

Amount 346100

VII th Year

Quantity1

Rate398300

Amount 398300

1% LABOUR CESS

Quantity1

Rate27109

Amount 27109

Seigniorage Fee

Quantity1

Rate25656

Amount 25656.96

18 % GST

Quantity1

Rate497459

Amount 497459.87

L036-L034 To Sani (VR36)

Quantity-

Rate-

Amount -

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

Quantity0.41

Rate73248

Amount 30031.99

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.

Quantity337.5

Rate19

Amount 6419.25

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. For 1000 m lead @ 20 %

Quantity243

Rate243

Amount 59262.84

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. For 100 m lead @ 80 %

Quantity972

Rate162

Amount 158367.96

Granular Sub-base with Well Graded Material(Grade 2) : 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.

Quantity104.04

Rate4510

Amount 469306.75

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.

Quantity84.11

Rate6389

Amount 537420

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.

Quantity1121.51

Rate55

Amount 62154.08

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.

Quantity11092.5

Rate19

Amount 211312.13

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.

Quantity274.6

Rate15070

Amount 4138416.97

Construction of un-reinforced, plain cement concrete pavement (M35 Grade) 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 paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip as approved, curing compound, finishing to lines and grades as per drawing .

Quantity176.72

Rate8645

Amount 1527832.76

Edging with 1st class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres

Quantity700

Rate97

Amount 67977

ii) Km stone

Quantity3

Rate3156

Amount 9469.11

iii) 200 m stone

Quantity7

Rate834

Amount 5841.64

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.

Quantity3.84

Rate13833

Amount 53120.79

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

Quantity13

Rate4476

Amount 58195.8

600 mm circular

Quantity5

Rate4421

Amount 22105.7

600 mm x 450 mm rectangular

Quantity3

Rate4277

Amount 12832.2

900 mm side octagon

Quantity3

Rate8722

Amount 26166.42

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

Rate697

Amount 11154.72

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

Quantity44

Rate-

Amount 32.12

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

Quantity36

Rate1221

Amount 43990.56

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

Quantity580

Rate644

Amount 373543.2

At Edge For Old CC Portion

Quantity140

Rate755

Amount 105716.8

(I)Providing and Fixing 'Logo' of MMGSUY Project :-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

Rate11212

Amount 44850.72

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

Irrigation Pipe (300MM Dia)

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.

Quantity40

Rate967

Amount 38717.2

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

Quantity13.05

Rate6235

Amount 81376.54

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

Quantity90.88

Rate233

Amount 21176.86

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

Quantity90.88

Rate130

Amount 11861.66

1% LABOUR CESS

Quantity1

Rate81886

Amount 81886.54

Seigniorage Fee

Quantity1

Rate61496

Amount 61496.61

18 % GST

Quantity1

Rate1499766

Amount 1499766.64

I st Year

Quantity1

Rate216000

Amount 216000

II nd Year

Quantity1

Rate270900

Amount 270900

III rd Year

Quantity1

Rate287400

Amount 287400

IV th Year

Quantity1

Rate267400

Amount 267400

VI th Year

Quantity1

Rate180600

Amount 180600

VII th Year

Quantity1

Rate208800

Amount 208800

1% LABOUR CESS

Quantity1

Rate14311

Amount 14311

Seigniorage Fee

Quantity1

Rate13780

Amount 13780.36

18 % GST

Quantity1

Rate262654

Amount 262654.44

L047-T02 To Phularas Tole (VR22)

Quantity-

Rate-

Amount -

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

Quantity0.3

Rate73248

Amount 21974.63

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.

Quantity1575

Rate19

Amount 29956.5

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. For 1000 m lead @ 20 %

Quantity182.25

Rate243

Amount 44447.13

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. For 100 m lead @ 80 %

Quantity729

Rate162

Amount 118775.97

Granular Sub-base with Well Graded Material(Grade 2) : 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.

Quantity122.36

Rate4510

Amount 551945.16

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.

Quantity31.49

Rate6389

Amount 201205.04

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

Quantity70.31

Rate5545

Amount 389879.5

Construction of un-reinforced, plain cement concrete pavement (M35 Grade) 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 paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip as approved, curing compound, finishing to lines and grades as per drawing .

Quantity651.57

Rate8645

Amount 5633148.44

Edging with 1st class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres

Quantity2700

Rate97

Amount 262197

Kilometre stone

Quantity-

Rate-

Amount -

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 -

ii) Km stone

Quantity2

Rate3156

Amount 6312.74

iii) 200 m stone

Quantity6

Rate834

Amount 5007.12

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.

Quantity3.84

Rate13833

Amount 53120.79

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

Rate4476

Amount 44766

600 mm circular

Quantity6

Rate4421

Amount 26526.84

600 mm x 450 mm rectangular

Quantity2

Rate4277

Amount 8554.8

900 mm side octagon

Quantity4

Rate8722

Amount 34888.56

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

Quantity12

Rate697

Amount 8366.04

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

Quantity88

Rate-

Amount 64.24

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 Old CC Portion

Quantity540

Rate755

Amount 407764.8

(I)Providing and Fixing 'Logo' of MMGSUY Project :-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

Rate11212

Amount 44850.72

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

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

Quantity6.91

Rate6235

Amount 43089.03

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

Quantity48

Rate233

Amount 11184.96

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

Quantity48

Rate130

Amount 6264.96

1% LABOUR CESS

Quantity1

Rate79542

Amount 79542.91

Seigniorage Fee

Quantity1

Rate97626

Amount 97626.65

18 % GST

Quantity1

Rate1463662

Amount 1463662.89

I st Year

Quantity1

Rate65600

Amount 65600

II nd Year

Quantity1

Rate66800

Amount 66800

III rd Year

Quantity1

Rate66800

Amount 66800

IV th Year

Quantity1

Rate66800

Amount 66800

VI th Year

Quantity1

Rate71800

Amount 71800

VII th Year

Quantity1

Rate71900

Amount 71900

1% LABOUR CESS

Quantity1

Rate4097

Amount 4097

Seigniorage Fee

Quantity1

Rate4755

Amount 4755.33

18 % GST

Quantity1

Rate75339

Amount 75339.42

L049-T01 To Pahi Tol (VR21)

Quantity-

Rate-

Amount -

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

Quantity0.31

Rate73248

Amount 22707.11

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.

Quantity945

Rate19

Amount 17973.9

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. For 1000 m lead @ 20 %

Quantity183.6

Rate243

Amount 44776.37

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. For 100 m lead @ 80 %

Quantity734.4

Rate162

Amount 119655.79

Granular Sub-base with Well Graded Material(Grade 2) : 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.

Quantity66.58

Rate4510

Amount 300331.06

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.

Quantity53.83

Rate6389

Amount 343946.25

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.

Quantity717.77

Rate55

Amount 39778.81

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.

Quantity4590

Rate19

Amount 87439.5

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.

Quantity113.63

Rate15070

Amount 1712484.78

Construction of un-reinforced, plain cement concrete pavement (M35 Grade) 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 paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip as approved, curing compound, finishing to lines and grades as per drawing .

Quantity379.31

Rate8645

Amount 3279324.61

Edging with 1st class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres

Quantity1520

Rate97

Amount 147607.2

Kilometre stone

Quantity-

Rate-

Amount -

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 -

ii) Km stone

Quantity2

Rate3156

Amount 6312.74

iii) 200 m stone

Quantity6

Rate834

Amount 5007.12

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.

Quantity3.84

Rate13833

Amount 53120.79

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

Quantity11

Rate4476

Amount 49242.6

600 mm circular

Quantity4

Rate4421

Amount 17684.56

600 mm x 450 mm rectangular

Quantity4

Rate4277

Amount 17109.6

900 mm side octagon

Quantity2

Rate8722

Amount 17444.28

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

Quantity28

Rate697

Amount 19520.76

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

Quantity176

Rate-

Amount 128.48

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

Quantity15

Rate1221

Amount 18329.4

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

Quantity240

Rate644

Amount 154569.6

At Edge For Old CC Portion

Quantity304

Rate755

Amount 229556.48

(I)Providing and Fixing 'Logo' of MMGSUY Project :-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

Rate11212

Amount 44850.72

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

Irrigation Pipe (300MM Dia)

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.

Quantity20

Rate967

Amount 19358.6

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

Rate6235

Amount 76575.01

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

Quantity85.76

Rate233

Amount 19983.8

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

Quantity85.76

Rate130

Amount 11193.4

1% LABOUR CESS

Quantity1

Rate68760

Amount 68760.13

Seigniorage Fee

Quantity1

Rate71494

Amount 71494.93

18 % GST

Quantity1

Rate1262928

Amount 1262928.31

I st Year

Quantity1

Rate120200

Amount 120200

II nd Year

Quantity1

Rate144300

Amount 144300

III rd Year

Quantity1

Rate151100

Amount 151100

IV th Year

Quantity1

Rate142800

Amount 142800

VI th Year

Quantity1

Rate111600

Amount 111600

VII th Year

Quantity1

Rate123600

Amount 123600

1% LABOUR CESS

Quantity1

Rate7936

Amount 7936

Seigniorage Fee

Quantity1

Rate7869

Amount 7869.14

18 % GST

Quantity1

Rate145692

Amount 145692.93

L052-L024 Hanuman nagar To Dhatta Tole (VR24)

Quantity-

Rate-

Amount -

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

Quantity0.95

Rate73248

Amount 69586.31

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. For 1000 m lead @ 20 %

Quantity568.35

Rate243

Amount 138609.2

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. For 100 m lead @ 80 %

Quantity2273.4

Rate162

Amount 370405.06

Granular Sub-base with Well Graded Material(Grade 2) : 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.

Quantity275.82

Rate4510

Amount 1244177.13

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.

Quantity192.79

Rate6389

Amount 1231829.78

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.

Quantity2570.56

Rate55

Amount 142460.44

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.

Quantity21267

Rate19

Amount 405136.35

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.

Quantity526.47

Rate15070

Amount 7934276.69

Construction of un-reinforced, plain cement concrete pavement (M35 Grade) 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 paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip as approved, curing compound, finishing to lines and grades as per drawing .

Quantity750.75

Rate8645

Amount 6490609.13

Edging with 1st class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres

Quantity2860

Rate97

Amount 277734.6

ii) Km stone

Quantity5

Rate3156

Amount 15781.85

iii) 200 m stone

Quantity17

Rate834

Amount 14186.84

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.

Quantity7.68

Rate13833

Amount 106241.59

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

Quantity19

Rate4476

Amount 85055.4

600 mm circular

Quantity7

Rate4421

Amount 30947.98

600 mm x 450 mm rectangular

Quantity5

Rate4277

Amount 21387

900 mm side octagon

Quantity3

Rate8722

Amount 26166.42

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

Quantity72

Rate697

Amount 50196.24

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

Quantity528

Rate-

Amount 385.44

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

Quantity70

Rate1221

Amount 85537.2

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 -

At Edge For BT Portion

Quantity1112

Rate644

Amount 716172.48

At Edge For Old CC Portion

Quantity572

Rate755

Amount 431928.64

(I)Providing and Fixing 'Logo' of MMGSUY Project :-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

Rate11212

Amount 44850.72

Irrigation Pipe (300MM Dia)

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.

Quantity70

Rate967

Amount 67755.1

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

Quantity40.31

Rate6235

Amount 251363.08

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

Quantity280.32

Rate233

Amount 65320.17

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

Quantity280.32

Rate130

Amount 36587.37

1% LABOUR CESS

Quantity1

Rate203546

Amount 203546.88

Seigniorage Fee

Quantity1

Rate209195

Amount 209195.84

18 % GST

Quantity1

Rate3738137

Amount 3738137.56

I st Year

Quantity1

Rate453600

Amount 453600

II nd Year

Quantity1

Rate561500

Amount 561500

III rd Year

Quantity1

Rate593100

Amount 593100

IV th Year

Quantity1

Rate553800

Amount 553800

VI th Year

Quantity1

Rate391300

Amount 391300

VII th Year

Quantity1

Rate446200

Amount 446200

1% LABOUR CESS

Quantity1

Rate29995

Amount 29995

Seigniorage Fee

Quantity1

Rate29093

Amount 29093.7

18 % GST

Quantity1

Rate550545

Amount 550545.97

L054-L038 To Kapartole (VR37)

Quantity-

Rate-

Amount -

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

Quantity0.25

Rate73248

Amount 18312.19

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.

Quantity337.5

Rate19

Amount 6419.25

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. For 1000 m lead @ 20 %

Quantity151.2

Rate243

Amount 36874.66

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. For 100 m lead @ 80 %

Quantity604.8

Rate162

Amount 98540.06

Granular Sub-base with Well Graded Material(Grade 2) : 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.

Quantity66.58

Rate4510

Amount 300331.06

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.

Quantity53.83

Rate6389

Amount 343946.25

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.

Quantity717.77

Rate55

Amount 39778.81

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.

Quantity4743

Rate19

Amount 90354.15

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.

Quantity117.42

Rate15070

Amount 1769602.77

Construction of un-reinforced, plain cement concrete pavement (M35 Grade) 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 paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip as approved, curing compound, finishing to lines and grades as per drawing .

Quantity255.47

Rate8645

Amount 2208665.89

Edging with 1st class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres

Quantity1000

Rate97

Amount 97110

Kilometre stone

Quantity-

Rate-

Amount -

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 -

ii) Km stone

Quantity2

Rate3156

Amount 6312.74

iii) 200 m stone

Quantity5

Rate834

Amount 4172.6

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.

Quantity1.92

Rate13833

Amount 26560.4

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

Rate4476

Amount 35812.8

600 mm circular

Quantity3

Rate4421

Amount 13263.42

600 mm x 450 mm rectangular

Quantity2

Rate4277

Amount 8554.8

900 mm side octagon

Quantity2

Rate8722

Amount 17444.28

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

Rate697

Amount 11154.72

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

Quantity88

Rate-

Amount 64.24

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 19551.36

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

Quantity248

Rate644

Amount 159721.92

At Edge For Old CC Portion

Quantity200

Rate755

Amount 151024

(I)Providing and Fixing 'Logo' of MMGSUY Project :-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

Rate11212

Amount 44850.72

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

Irrigation Pipe (300MM Dia)

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.

Quantity20

Rate967

Amount 19358.6

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

Quantity6.14

Rate6235

Amount 38287.51

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

Quantity42.88

Rate233

Amount 9991.9

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

Quantity42.88

Rate130

Amount 5596.7

1% LABOUR CESS

Quantity1

Rate55816

Amount 55816.58

Seigniorage Fee

Quantity1

Rate48195

Amount 48195.39

18 % GST

Quantity1

Rate1023420

Amount 1023420.55

I st Year

Quantity1

Rate108100

Amount 108100

II nd Year

Quantity1

Rate132200

Amount 132200

III rd Year

Quantity1

Rate139300

Amount 139300

IV th Year

Quantity1

Rate130100

Amount 130100

VI th Year

Quantity1

Rate93400

Amount 93400

VII th Year

Quantity1

Rate105500

Amount 105500

1% LABOUR CESS

Quantity1

Rate7086

Amount 7086

Seigniorage Fee

Quantity1

Rate7126

Amount 7126.37

18 % GST

Quantity1

Rate130106

Amount 130106.23

L057-T04 To Hasanpur (VR47)

Quantity-

Rate-

Amount -

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

Quantity0.23

Rate73248

Amount 16847.21

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. For 1000 m lead @ 20 %

Quantity140.4

Rate243

Amount 34240.75

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. For 100 m lead @ 80 %

Quantity561.6

Rate162

Amount 91501.49

Granular Sub-base with Well Graded Material(Grade 2) : 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.

Quantity27.7

Rate4510

Amount 124949.99

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.

Quantity29.74

Rate6389

Amount 190023.43

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.

Quantity396.55

Rate55

Amount 21976.8

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.

Quantity5355

Rate19

Amount 102012.75

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.

Quantity132.57

Rate15070

Amount 1997924.02

Construction of un-reinforced, plain cement concrete pavement (M35 Grade) 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 paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip as approved, curing compound, finishing to lines and grades as per drawing .

Quantity178.51

Rate8645

Amount 1543308.21

Edging with 1st class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres

Quantity680

Rate97

Amount 66034.8

Kilometre stone

Quantity-

Rate-

Amount -

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 -

ii) Km stone

Quantity2

Rate3156

Amount 6312.74

iii) 200 m stone

Quantity4

Rate834

Amount 3338.08

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

Rate13833

Amount 26560.4

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

Quantity7

Rate4476

Amount 31336.2

600 mm circular

Quantity3

Rate4421

Amount 13263.42

600 mm x 450 mm rectangular

Quantity1

Rate4277

Amount 4277.4

900 mm side octagon

Quantity2

Rate8722

Amount 17444.28

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

Quantity18

Rate697

Amount 12549.06

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

Quantity132

Rate-

Amount 96.36

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

Quantity18

Rate1221

Amount 21995.28

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

Quantity280

Rate644

Amount 180331.2

At Edge For Old CC Portion

Quantity136

Rate755

Amount 102696.32

(I)Providing and Fixing 'Logo' of MMGSUY Project :-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

Rate11212

Amount 44850.72

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

Irrigation Pipe (300MM Dia)

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.

Quantity20

Rate967

Amount 19358.6

Hume Pipe Culverts

Quantity-

Rate-

Amount -

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

Quantity9.98

Rate6235

Amount 62232.79

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

Quantity69.44

Rate233

Amount 16180.91

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

Quantity69.44

Rate130

Amount 9063.31

1% LABOUR CESS

Quantity1

Rate47609

Amount 47609.54

Seigniorage Fee

Quantity1

Rate51372

Amount 51372.57

18 % GST

Quantity1

Rate874788

Amount 874788.43

I st Year

Quantity1

Rate114500

Amount 114500

II nd Year

Quantity1

Rate142200

Amount 142200

III rd Year

Quantity1

Rate150100

Amount 150100

IV th Year

Quantity1

Rate139900

Amount 139900

VI th Year

Quantity1

Rate100700

Amount 100700

VII th Year

Quantity1

Rate114300

Amount 114300

1% LABOUR CESS

Quantity1

Rate7617

Amount 7617

Seigniorage Fee

Quantity1

Rate7255

Amount 7255.05

18 % GST

Quantity1

Rate139782

Amount 139782.97

Laksena Main Chauk To Chhoti Laksena

Quantity-

Rate-

Amount -

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

Quantity0.23

Rate73248

Amount 16847.21

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. For 1000 m lead @ 20 %

Quantity121.5

Rate243

Amount 29631.42

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. For 100 m lead @ 80 %

Quantity486

Rate162

Amount 79183.98

Granular Sub-base with Well Graded Material(Grade 2) : 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.

Quantity37.5

Rate4510

Amount 169156.13

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

Quantity28.13

Rate5545

Amount 155985.07

Construction of un-reinforced, plain cement concrete pavement (M35 Grade) 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 paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip as approved, curing compound, finishing to lines and grades as per drawing .

Quantity520.31

Rate8645

Amount 4498340.11

Edging with 1st class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres

Quantity2000

Rate97

Amount 194220

ii) Km stone

Quantity2

Rate3156

Amount 6312.74

iii) 200 m stone

Quantity4

Rate834

Amount 3338.08

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

Rate13833

Amount 26560.4

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

Rate4476

Amount 22383

600 mm circular

Quantity2

Rate4421

Amount 8842.28

600 mm x 450 mm rectangular

Quantity1

Rate4277

Amount 4277.4

900 mm side octagon

Quantity1

Rate8722

Amount 8722.14

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

Rate697

Amount 6971.7

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

Quantity44

Rate-

Amount 32.12

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 Old CC Portion

Quantity400

Rate755

Amount 302048

(I)Providing and Fixing 'Logo' of MMGSUY Project :-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

Rate11212

Amount 44850.72

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

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

Quantity2.21

Rate6235

Amount 13781.01

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

Quantity15.68

Rate233

Amount 3653.75

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

Rate130

Amount 2046.55

1% LABOUR CESS

Quantity1

Rate55971

Amount 55971.84

Seigniorage Fee

Quantity1

Rate64243

Amount 64243.28

18 % GST

Quantity1

Rate1029131

Amount 1029131.81

I st Year

Quantity1

Rate46700

Amount 46700

II nd Year

Quantity1

Rate47100

Amount 47100

III rd Year

Quantity1

Rate47100

Amount 47100

IV th Year

Quantity1

Rate47100

Amount 47100

VI th Year

Quantity1

Rate48300

Amount 48300

VII th Year

Quantity1

Rate48500

Amount 48500

1% LABOUR CESS

Quantity1

Rate2848

Amount 2848

Seigniorage Fee

Quantity1

Rate3522

Amount 3522.47

18 % GST

Quantity1

Rate52410

Amount 52410.68

Lakshmipur Pipal ka Pair To Dihtol

Quantity-

Rate-

Amount -

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

Quantity0.25

Rate73248

Amount 18312.19

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. For 1000 m lead @ 20 %

Quantity147.15

Rate243

Amount 35886.94

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. For 100 m lead @ 80 %

Quantity588.6

Rate162

Amount 95900.6

Granular Sub-base with Well Graded Material(Grade 2) : 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.

Quantity45.78

Rate4510

Amount 206505.8

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.

Quantity34.96

Rate6389

Amount 223376.57

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.

Quantity466.2

Rate55

Amount 25836.8

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.

Quantity4590

Rate19

Amount 87439.5

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.

Quantity113.63

Rate15070

Amount 1712484.78

Construction of un-reinforced, plain cement concrete pavement (M35 Grade) 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 paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip as approved, curing compound, finishing to lines and grades as per drawing .

Quantity257.25

Rate8645

Amount 2224054.88

Edging with 1st class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres

Quantity980

Rate97

Amount 95167.8

Kilometre stone

Quantity-

Rate-

Amount -

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 -

ii) Km stone

Quantity2

Rate3156

Amount 6312.74

iii) 200 m stone

Quantity4

Rate834

Amount 3338.08

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.

Quantity3.84

Rate13833

Amount 53120.79

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

Quantity11

Rate4476

Amount 49242.6

600 mm circular

Quantity4

Rate4421

Amount 17684.56

600 mm x 450 mm rectangular

Quantity4

Rate4277

Amount 17109.6

900 mm side octagon

Quantity2

Rate8722

Amount 17444.28

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

Quantity20

Rate697

Amount 13943.4

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

Quantity88

Rate-

Amount 64.24

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

Quantity15

Rate1221

Amount 18329.4

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

Quantity240

Rate644

Amount 154569.6

At Edge For Old CC Portion

Quantity196

Rate755

Amount 148003.52

(I)Providing and Fixing 'Logo' of MMGSUY Project :-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

Rate11212

Amount 44850.72

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

Irrigation Pipe (300MM Dia)

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.

Quantity20

Rate967

Amount 19358.6

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

Quantity6.14

Rate6235

Amount 38287.51

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

Quantity42.88

Rate233

Amount 9991.9

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

Quantity42.88

Rate130

Amount 5596.7

1% LABOUR CESS

Quantity1

Rate53422

Amount 53422.14

Seigniorage Fee

Quantity1

Rate46406

Amount 46406.24

18 % GST

Quantity1

Rate979567

Amount 979567.64

I st Year

Quantity1

Rate105000

Amount 105000

II nd Year

Quantity1

Rate127900

Amount 127900

III rd Year

Quantity1

Rate134700

Amount 134700

IV th Year

Quantity1

Rate126300

Amount 126300

VI th Year

Quantity1

Rate90900

Amount 90900

VII th Year

Quantity1

Rate102600

Amount 102600

1% LABOUR CESS

Quantity1

Rate6874

Amount 6874

Seigniorage Fee

Quantity1

Rate6918

Amount 6918.08

18 % GST

Quantity1

Rate126214

Amount 126214.57

PMGSY (Bhubneshwar Yadav Ka Ghar) To Hariyahi

Quantity-

Rate-

Amount -

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

Quantity0.66

Rate73248

Amount 48344.18

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. For 1000 m lead @ 20 %

Quantity395.55

Rate243

Amount 96466.73

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. For 100 m lead @ 80 %

Quantity1582.2

Rate162

Amount 257787.85

Granular Sub-base with Well Graded Material(Grade 2) : 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.

Quantity127.17

Rate4510

Amount 573642.25

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.

Quantity108.89

Rate6389

Amount 695751.57

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.

Quantity1451.8

Rate55

Amount 80458.76

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.

Quantity17442

Rate19

Amount 332270.1

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.

Quantity431.78

Rate15070

Amount 6507231.16

Construction of un-reinforced, plain cement concrete pavement (M35 Grade) 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 paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip as approved, curing compound, finishing to lines and grades as per drawing .

Quantity341.25

Rate8645

Amount 2950276.88

Edging with 1st class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres

Quantity1300

Rate97

Amount 126243

Kilometre stone

Quantity-

Rate-

Amount -

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 -

ii) Km stone

Quantity4

Rate3156

Amount 12625.48

iii) 200 m stone

Quantity12

Rate834

Amount 10014.24

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.

Quantity3.84

Rate13833

Amount 53120.79

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

Quantity20

Rate4476

Amount 89532

600 mm circular

Quantity6

Rate4421

Amount 26526.84

600 mm x 450 mm rectangular

Quantity4

Rate4277

Amount 17109.6

900 mm side octagon

Quantity4

Rate8722

Amount 34888.56

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

Quantity48

Rate697

Amount 33464.16

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

Quantity308

Rate-

Amount 224.84

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

Quantity57

Rate1221

Amount 69651.72

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

Quantity912

Rate644

Amount 587364.48

At Edge For Old CC Portion

Quantity260

Rate755

Amount 196331.2

(I)Providing and Fixing 'Logo' of MMGSUY Project :-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

Rate11212

Amount 44850.72

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

Irrigation Pipe (300MM Dia)

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

Rate967

Amount 58075.8

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

Quantity21.49

Rate6235

Amount 134006.27

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

Quantity150.08

Rate233

Amount 34971.64

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

Quantity150.08

Rate130

Amount 19588.44

1% LABOUR CESS

Quantity1

Rate130908

Amount 130908.19

Seigniorage Fee

Quantity1

Rate117355

Amount 117355.35

18 % GST

Quantity1

Rate2401034

Amount 2401034.9

I st Year

Quantity1

Rate342800

Amount 342800

II nd Year

Quantity1

Rate429900

Amount 429900

III rd Year

Quantity1

Rate455800

Amount 455800

IV th Year

Quantity1

Rate424000

Amount 424000

VI th Year

Quantity1

Rate287900

Amount 287900

VII th Year

Quantity1

Rate332600

Amount 332600

1% LABOUR CESS

Quantity1

Rate22730

Amount 22730

Seigniorage Fee

Quantity1

Rate22019

Amount 22019.46

18 % GST

Quantity1

Rate417194

Amount 417194.9

Godam Chauk To Godam tola

Quantity-

Rate-

Amount -

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

Quantity0.23

Rate73248

Amount 16847.21

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. For 1000 m lead @ 20 %

Quantity135

Rate243

Amount 32923.8

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. For 100 m lead @ 80 %

Quantity540

Rate162

Amount 87982.2

Construction of un-reinforced, plain cement concrete pavement (M35 Grade) 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 paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip as approved, curing compound, finishing to lines and grades as per drawing .

Quantity420

Rate8645

Amount 3631110

Edging with 1st class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres

Quantity2000

Rate97

Amount 194220

Kilometre stone

Quantity-

Rate-

Amount -

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 -

ii) Km stone

Quantity2

Rate3156

Amount 6312.74

iii) 200 m stone

Quantity4

Rate834

Amount 3338.08

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

Rate13833

Amount 26560.4

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

Rate4476

Amount 26859.6

600 mm circular

Quantity2

Rate4421

Amount 8842.28

600 mm x 450 mm rectangular

Quantity1

Rate4277

Amount 4277.4

900 mm side octagon

Quantity1

Rate8722

Amount 8722.14

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

Rate697

Amount 5577.36

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 Old CC Portion

Quantity400

Rate755

Amount 302048

(I)Providing and Fixing 'Logo' of MMGSUY Project :-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

Rate11212

Amount 44850.72

1% LABOUR CESS

Quantity1

Rate44004

Amount 44004.72

Seigniorage Fee

Quantity1

Rate46055

Amount 46055.12

18 % GST

Quantity1

Rate808295

Amount 808295.72

I st Year

Quantity1

Rate45200

Amount 45200

II nd Year

Quantity1

Rate45200

Amount 45200

III rd Year

Quantity1

Rate45200

Amount 45200

IV th Year

Quantity1

Rate45200

Amount 45200

VI th Year

Quantity1

Rate45200

Amount 45200

VII th Year

Quantity1

Rate45200

Amount 45200

1% LABOUR CESS

Quantity1

Rate2712

Amount 2712

Seigniorage Fee

Quantity1

Rate3522

Amount 3522.47

18 % GST

Quantity1

Rate49938

Amount 49938.2

S.H (Yasodhar Yadav Ke Ghar ) To Mahadalit Tola

Quantity-

Rate-

Amount -

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

Quantity0.41

Rate73248

Amount 30031.99

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.

Quantity900

Rate19

Amount 17118

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. For 1000 m lead @ 20 %

Quantity243

Rate243

Amount 59262.84

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. For 100 m lead @ 80 %

Quantity972

Rate162

Amount 158367.96

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

Quantity37.5

Rate1709

Amount 64095.75

Granular Sub-base with Well Graded Material(Grade 2) : 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.

Quantity173.31

Rate4510

Amount 781771.95

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.

Quantity57.93

Rate6389

Amount 370143.16

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

Quantity109.01

Rate5545

Amount 604476.8

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.

Quantity772.34

Rate55

Amount 42803.08

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.

Quantity6120

Rate19

Amount 116586

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.

Quantity151.5

Rate15070

Amount 2283212.57

Construction of un-reinforced, plain cement concrete pavement (M35 Grade) 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 paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip as approved, curing compound, finishing to lines and grades as per drawing .

Quantity492.19

Rate8645

Amount 4255228.65

Edging with 1st class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres

Quantity2000

Rate97

Amount 194220

Kilometre stone

Quantity-

Rate-

Amount -

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 -

ii) Km stone

Quantity3

Rate3156

Amount 9469.11

iii) 200 m stone

Quantity7

Rate834

Amount 5841.64

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

Rate13833

Amount 79681.19

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

Rate4476

Amount 53719.2

600 mm circular

Quantity7

Rate4421

Amount 30947.98

600 mm x 450 mm rectangular

Quantity3

Rate4277

Amount 12832.2

900 mm side octagon

Quantity4

Rate8722

Amount 34888.56

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

Quantity28

Rate697

Amount 19520.76

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

Quantity220

Rate-

Amount 160.6

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

Quantity20

Rate1221

Amount 24439.2

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 -

At Edge For BT Portion

Quantity320

Rate644

Amount 206092.8

At Edge For Old CC Portion

Quantity400

Rate755

Amount 302048

(I)Providing and Fixing 'Logo' of MMGSUY Project :-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

Rate11212

Amount 44850.72

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

Irrigation Pipe (300MM Dia)

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.

Quantity20

Rate967

Amount 19358.6

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

Quantity15.35

Rate6235

Amount 95718.76

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

Quantity107.2

Rate233

Amount 24979.74

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

Quantity107.2

Rate130

Amount 13991.74

1% LABOUR CESS

Quantity1

Rate99558

Amount 99558.6

Seigniorage Fee

Quantity1

Rate118227

Amount 118227.64

18 % GST

Quantity1

Rate1831256

Amount 1831256.24

I st Year

Quantity1

Rate159100

Amount 159100

II nd Year

Quantity1

Rate191100

Amount 191100

III rd Year

Quantity1

Rate200200

Amount 200200

IV th Year

Quantity1

Rate189100

Amount 189100

VI th Year

Quantity1

Rate146600

Amount 146600

VII th Year

Quantity1

Rate162700

Amount 162700

1% LABOUR CESS

Quantity1

Rate10488

Amount 10488

Seigniorage Fee

Quantity1

Rate10445

Amount 10445.22

18 % GST

Quantity1

Rate192551

Amount 192551.98

Sugapatti To Mushari Tol

Quantity-

Rate-

Amount -

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

Quantity0.23

Rate73248

Amount 16847.21

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. For 1000 m lead @ 20 %

Quantity225

Rate243

Amount 54873

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. For 100 m lead @ 80 %

Quantity900

Rate162

Amount 146637

Construction of un-reinforced, plain cement concrete pavement (M35 Grade) 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 paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip as approved, curing compound, finishing to lines and grades as per drawing .

Quantity525

Rate8556

Amount 4491921

Edging with 1st class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres

Quantity2000

Rate97

Amount 194220

Kilometre stone

Quantity-

Rate-

Amount -

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 -

ii) Km stone

Quantity2

Rate3152

Amount 6305.24

iii) 200 m stone

Quantity4

Rate833

Amount 3335.44

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

Rate13831

Amount 26555.9

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

Rate4474

Amount 26849.04

600 mm circular

Quantity3

Rate4419

Amount 13258.14

600 mm x 450 mm rectangular

Quantity1

Rate4275

Amount 4275.65

900 mm side octagon

Quantity2

Rate8720

Amount 17440.76

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

Quantity12

Rate696

Amount 8362.32

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

Quantity88

Rate-

Amount 64.24

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 Old CC Portion

Quantity400

Rate755

Amount 302048

(I)Providing and Fixing 'Logo' of MMGSUY Project :-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

Rate11209

Amount 44836.64

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

Quantity3.84

Rate6235

Amount 23945.28

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

Quantity26.56

Rate232

Amount 6176.26

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

Quantity26.56

Rate130

Amount 3466.61

RCC Slab Culvert

Quantity-

Rate-

Amount -

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Quantity78.03

Rate386

Amount 30160.94

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

Quantity1.01

Rate537

Amount 542.86

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

Quantity11.45

Rate7939

Amount 90910.25

Providing PCC M 20 (1:2:4) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Quantity50.56

Rate8625

Amount 436104.27

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. ( M20 (PCC 1:2:4)

Quantity33.49

Rate8896

Amount 297956.85

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

Quantity6.67

Rate9370

Amount 62498.9

RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5

Quantity3.69

Rate9460

Amount 34910.06

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Quantity0.49

Rate67941

Amount 33291.27

Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight

Quantity12

Rate53

Amount 639

Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing

Quantity32

Rate346

Amount 11078.4

Drainage spouts complete as per drawing and technical specifications Clause 1209.

Quantity2

Rate995

Amount 1990.58

Painting on Parapet Wall 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

Quantity26.56

Rate130

Amount 3466.61

1% LABOUR CESS

Quantity1

Rate63949

Amount 63949.68

Seigniorage Fee

Quantity1

Rate77048

Amount 77048.16

18 % GST

Quantity1

Rate1176473

Amount 1176473.8

I st Year

Quantity1

Rate51300

Amount 51300

II nd Year

Quantity1

Rate52500

Amount 52500

III rd Year

Quantity1

Rate52500

Amount 52500

IV th Year

Quantity1

Rate52500

Amount 52500

VI th Year

Quantity1

Rate58300

Amount 58300

VII th Year

Quantity1

Rate58300

Amount 58300

1% LABOUR CESS

Quantity1

Rate3254

Amount 3254

Seigniorage Fee

Quantity1

Rate3522

Amount 3522.47

18 % GST

Quantity1

Rate59791

Amount 59791.76

Evaluation Notes How It Works ?

Partners

Payment Type

Bank Certification Amount

Bank Guarantee Amount

Additional Info 1

Additional Info 2

Additional Info 3

Additional Info 4

Remarks

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