Rural Works Department Tender

With BidAssist, you can search for multiple business options for RWD Bihar tenders, RCD Bihar tenders, and any other e tender Bihar government is inviting bids for. Such Bihar tenders are posted on the eprocurement Bihar website, and on this page, you will get consolidated lists of Bihar tenders that can be sorted based on authority, department, city, and more.

Rural Works Department Tender

Works

Bridge Construction

Civil And Construction

Drainage Work

Eprocure

Opening Date13 Mar 2025

Closing Date25 Mar 2025

Tender Amount₹ 41,76,92,549

Email

Download

Costs

EMD
₹ 51,77,000
Document Cost
₹ 10,000
Tender Fee
Refer Documents

Summary

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

Description

Unlock the Tender details for free

Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user

Contact

Tender Id
2025_RWD_139132_1
Bid Award Id
View
Tender No
RRSMP/24-25 Nawada/03
Tender Authority
Rural Works Department View
Purchaser Address
-

Unlock the Tender details for free

GEM & Bid Advisory Services

Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost

Request Call Back

Documents

Tender Notice-13.0 MBTendernotice_1.pdf

NIT

BOQ-12.6 MBBOQ_217592.xls

BOQ

Corrigendum-1407.1 kBRRSMPCORRIGENDUM6....RRSMPCORRIGENDUM6.pdf

Document-314.7 MBCMBD_RRSMP1.pdf

CMBD

Document-2685.1 kBDocument350.pdf

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

18 % GST

Quantity1

Rate165889

Amount 165889.89

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate151024

Amount 151024

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

II nd Year

Quantity1

Rate183100

Amount 183100

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity225

Rate549

Amount 123536.25

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 circular

Quantity2

Rate4140

Amount 8280.96

IV th Year

Quantity1

Rate198000

Amount 198000

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 -

iii) 200 m stone

Quantity4

Rate727

Amount 2910.28

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 %

Quantity594

Rate162

Amount 96780.42

600 mm x 450 mm rectangular

Quantity3

Rate3996

Amount 11990.25

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity50

Rate549

Amount 27452.5

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.

Quantity28.69

Rate12362

Amount 354693.04

i) 5th km stone

Quantity1

Rate4725

Amount 4725.59

18 % GST

Quantity1

Rate534997

Amount 534997.64

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

Quantity3.07

Rate6190

Amount 19003.91

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

Quantity64.32

Rate183

Amount 11799.5

Irrigation Pipe (300MM Dia)

Quantity-

Rate-

Amount -

1% LABOUR CESS

Quantity1

Rate8662

Amount 8662

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 %

Quantity337.5

Rate243

Amount 82309.5

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 .

Quantity457.97

Rate6031

Amount 2762049.13

At Edge For Old CC Portion

Quantity80

Rate755

Amount 60409.6

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.

Quantity660.88

Rate55

Amount 36566.49

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.

Quantity1989.01

Rate55

Amount 110051.92

900 mm side octagon

Quantity3

Rate8441

Amount 25324.44

600 mm circular

Quantity3

Rate4140

Amount 12421.44

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 .

Quantity221.72

Rate6031

Amount 1337208.84

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate557123

Amount 557123

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 -

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

Seigniorage Fee

Quantity1

Rate248931

Amount 248931.09

II nd Year

Quantity1

Rate119200

Amount 119200

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

Kilometre stone

Quantity-

Rate-

Amount -

900 mm side octagon

Quantity2

Rate8441

Amount 16882.96

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

Quantity36.16

Rate183

Amount 6633.55

Hume Pipe Culverts

Quantity-

Rate-

Amount -

VI th Year

Quantity1

Rate109200

Amount 109200

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

Rate7232

Amount 54245.25

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

Rate6554

Amount 221150.52

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 -

ii) Km stone

Quantity2

Rate2555

Amount 5110.52

iii) 200 m stone

Quantity2

Rate727

Amount 1455.14

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

Rate5726

Amount 26340.84

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.

Quantity1147.5

Rate19

Amount 21825.45

Parapet Repair

Quantity-

Rate-

Amount -

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

Quantity112.32

Rate128

Amount 14481.42

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 .

Quantity715.78

Rate6031

Amount 4316919.28

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.

Quantity200

Rate967

Amount 193586

600 mm x 450 mm rectangular

Quantity3

Rate3996

Amount 11990.25

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

Quantity21.44

Rate183

Amount 3933.17

18 % GST

Quantity1

Rate144539

Amount 144539.95

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.

Quantity4296.1

Rate55

Amount 237703.21

I st Year

Quantity1

Rate126000

Amount 126000

At Edge For BT Portion

Quantity110

Rate644

Amount 70844.4

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

Rate6554

Amount 221150.52

Kilometre stone

Quantity-

Rate-

Amount -

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

1% LABOUR CESS

Quantity1

Rate51657

Amount 51657.85

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

Parapet Repair

Quantity-

Rate-

Amount -

iii) 200 m stone

Quantity5

Rate727

Amount 3637.85

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

Quantity30

Rate7232

Amount 216981

At Edge For BT Portion

Quantity880

Rate644

Amount 566755.2

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 -

III rd Year

Quantity1

Rate22000

Amount 22000

600 mm equilateral & triangle

Quantity6

Rate4195

Amount 25175.64

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.

Quantity675

Rate19

Amount 12838.5

Retro-reflectorised Traffic SignsProviding and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.

Quantity3.84

Rate13459

Amount 51683.83

At Edge For Old CC Portion

Quantity270

Rate755

Amount 203882.4

600 mm equilateral & triangle

Quantity5

Rate4195

Amount 20979.7

18 % GST

Quantity1

Rate694724

Amount 694724.91

900 mm side octagon

Quantity2

Rate8441

Amount 16882.96

Seigniorage Fee

Quantity1

Rate86485

Amount 86485.65

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

600 mm x 450 mm rectangular

Quantity4

Rate3996

Amount 15987

iii) 200 m stone

Quantity5

Rate727

Amount 3637.85

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 %

Quantity675

Rate162

Amount 109977.75

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.

Quantity616.26

Rate55

Amount 34097.67

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

Quantity128.64

Rate128

Amount 16585.56

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

Quantity0.75

Rate73248

Amount 54936.56

600 mm circular

Quantity2

Rate4140

Amount 8280.96

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 %

Quantity237.6

Rate162

Amount 38712.17

III rd Year

Quantity1

Rate119900

Amount 119900

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.

Quantity384.09

Rate55

Amount 21251.7

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate1541667

Amount 1541667

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

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate1397595

Amount 1397595

18 % GST

Quantity1

Rate96770

Amount 96770.22

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.

Quantity2371.5

Rate19

Amount 45105.93

Irrigation Pipe (300MM Dia)

Quantity-

Rate-

Amount -

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

Rate13459

Amount 77525.74

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

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.

Quantity855

Rate19

Amount 16262.1

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 .

Quantity174

Rate6031

Amount 1049406.18

VI th Year

Quantity1

Rate85900

Amount 85900

At Edge For Old CC Portion

Quantity88

Rate755

Amount 66450.56

At Edge For BT Portion

Quantity180

Rate644

Amount 115927.2

Irrigation Pipe (300MM Dia)

Quantity-

Rate-

Amount -

VII th Year

Quantity1

Rate124200

Amount 124200

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

Quantity1066

Rate644

Amount 686546.64

III rd Year

Quantity1

Rate771900

Amount 771900

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

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 -

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.

Quantity30.69

Rate302

Amount 9282.8

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.

Quantity3.84

Rate13459

Amount 51683.83

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

900 mm side octagon

Quantity2

Rate8441

Amount 16882.96

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 %

Quantity125.55

Rate243

Amount 30619.13

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity325

Rate549

Amount 178441.25

Parapet Repair

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 .

Quantity466.17

Rate6031

Amount 2811503.9

600 mm x 450 mm rectangular

Quantity2

Rate3996

Amount 7993.5

III rd Year

Quantity1

Rate181700

Amount 181700

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

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

(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

Rate10651

Amount 42605.48

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

Quantity1.25

Rate73248

Amount 91560.94

900 mm side octagon

Quantity3

Rate8441

Amount 25324.44

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 -

Cross Drainage Works/Protection/Repair

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 -

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

Rate648

Amount 19449.6

Irrigation Pipe (300MM Dia)

Quantity-

Rate-

Amount -

IV th Year

Quantity1

Rate61700

Amount 61700

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.

Quantity114.75

Rate12362

Amount 1418648.51

Parapet Repair

Quantity-

Rate-

Amount -

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

Quantity133

Rate1223

Amount 162673.63

iii) 200 m stone

Quantity12

Rate727

Amount 8730.84

18 % GST

Quantity1

Rate1073597

Amount 1073597.53

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

Rate13459

Amount 51683.83

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 x 450 mm rectangular

Quantity4

Rate3996

Amount 15987

900 mm side octagon

Quantity3

Rate8441

Amount 25324.44

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 -

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

Quantity23

Rate1221

Amount 28105.08

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

Quantity0.75

Rate73248

Amount 54936.56

At Edge For Old CC Portion

Quantity262

Rate755

Amount 197841.44

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

Quantity0.6

Rate73248

Amount 43949.25

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

Quantity64.32

Rate128

Amount 8292.78

iii) 200 m stone

Quantity4

Rate727

Amount 2910.28

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

Quantity30

Rate1221

Amount 36658.8

1% LABOUR CESS

Quantity1

Rate226741

Amount 226741.12

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.

Quantity4207.5

Rate19

Amount 80026.65

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

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

Rate128

Amount 8086.49

ii) Km stone

Quantity2

Rate2555

Amount 5110.52

At Edge For Old CC Portion

Quantity80

Rate755

Amount 60409.6

1% LABOUR CESS

Quantity1

Rate45514

Amount 45514.04

iii) 200 m stone

Quantity16

Rate727

Amount 11641.12

600 mm x 450 mm rectangular

Quantity3

Rate3996

Amount 11990.25

Hume Pipe Culverts

Quantity-

Rate-

Amount -

Irrigation Pipe (300MM Dia)

Quantity-

Rate-

Amount -

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

Rate7232

Amount 54245.25

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

III rd Year

Quantity1

Rate178500

Amount 178500

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 -

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

Quantity0.47

Rate73248

Amount 34426.91

Irrigation Pipe (300MM Dia)

Quantity-

Rate-

Amount -

900 mm side octagon

Quantity2

Rate8441

Amount 16882.96

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

Rate13459

Amount 25841.91

VII th Year

Quantity1

Rate79800

Amount 79800

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

Rate5726

Amount 26340.84

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 -

600 mm equilateral & triangle

Quantity5

Rate4195

Amount 20979.7

VI th Year

Quantity1

Rate153400

Amount 153400

IV th Year

Quantity1

Rate47300

Amount 47300

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 .

Quantity215.16

Rate6031

Amount 1297645.02

II nd Year

Quantity1

Rate90500

Amount 90500

VII th Year

Quantity1

Rate41400

Amount 41400

Seigniorage Fee

Quantity1

Rate40604

Amount 40604.58

Cement Concrete

Quantity0.81

Rate652

Amount 528.56

(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

Rate10651

Amount 42605.48

1% LABOUR CESS

Quantity1

Rate4721

Amount 4721

Hume Pipe Culverts

Quantity-

Rate-

Amount -

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

Quantity24

Rate648

Amount 15559.68

At Edge For BT Portion

Quantity640

Rate644

Amount 412185.6

900 mm side octagon

Quantity3

Rate8441

Amount 25324.44

iii) 200 m stone

Quantity6

Rate727

Amount 4365.42

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

Quantity5.28

Rate6190

Amount 32684.26

600 mm circular

Quantity4

Rate4140

Amount 16561.92

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

Rate13459

Amount 51683.83

Seigniorage Fee

Quantity1

Rate103329

Amount 103329.67

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

II nd Year

Quantity1

Rate56300

Amount 56300

18 % GST

Quantity1

Rate123711

Amount 123711.12

Parapet Repair

Quantity-

Rate-

Amount -

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate1105802

Amount 1105802

Irrigation Pipe (300MM Dia)

Quantity-

Rate-

Amount -

600 mm equilateral & triangle

Quantity6

Rate4195

Amount 25175.64

1% LABOUR CESS

Quantity1

Rate8144

Amount 8144

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

Quantity30

Rate967

Amount 29037.9

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.

Quantity30.69

Rate302

Amount 9282.8

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

Quantity168

Rate648

Amount 108937.92

1% LABOUR CESS

Quantity1

Rate21602

Amount 21602

18 % GST

Quantity1

Rate203666

Amount 203666.24

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

Quantity13.63

Rate6190

Amount 84372.43

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

Quantity128.64

Rate183

Amount 23599.01

Seigniorage Fee

Quantity1

Rate74579

Amount 74579.96

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

Quantity72.32

Rate128

Amount 9324.22

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

Quantity-

Rate-

Amount -

ii) Km stone

Quantity2

Rate2555

Amount 5110.52

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

Quantity32

Rate648

Amount 20746.24

(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

Rate10651

Amount 42605.48

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

Quantity61.92

Rate128

Amount 7983.35

600 mm equilateral & triangle

Quantity11

Rate4195

Amount 46155.34

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.

Quantity4513.5

Rate19

Amount 85846.77

I st Year

Quantity1

Rate17400

Amount 17400

iii) 200 m stone

Quantity5

Rate727

Amount 3637.85

600 mm equilateral & triangle

Quantity13

Rate4195

Amount 54547.22

Kilometre stone

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 .

Quantity333.75

Rate6031

Amount 2012869.61

L024-JAMUI ROAD To BARIYARPUR (TRACK4)

Quantity-

Rate-

Amount -

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

Rate648

Amount 28526.08

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 1000 m lead @ 20 %

Quantity146.25

Rate243

Amount 35667.45

1% LABOUR CESS

Quantity1

Rate71122

Amount 71122.22

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity362.5

Rate549

Amount 199030.63

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

Quantity13.8

Rate5726

Amount 79022.53

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

Quantity14

Rate1221

Amount 17107.44

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 -

VII th Year

Quantity1

Rate153100

Amount 153100

1% LABOUR CESS

Quantity1

Rate2029

Amount 2029

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate1720931

Amount 1720931

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

Quantity27740

Rate243

Amount 6765231.2

18 % GST

Quantity1

Rate1697279

Amount 1697279.66

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)

Quantity134.96

Rate6554

Amount 884602.07

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

Rate5726

Amount 26340.84

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

Quantity1405.82

Rate9805

Amount 13784810.18

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 -

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.

Quantity204.96

Rate2513

Amount 515265.34

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

Rate13459

Amount 51683.83

VII th Year

Quantity1

Rate124200

Amount 124200

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.

Quantity1125

Rate19

Amount 21397.5

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

Quantity-

Rate-

Amount -

Hume Pipe Culverts

Quantity-

Rate-

Amount -

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.

Quantity54.22

Rate4074

Amount 220931.86

Seigniorage Fee

Quantity1

Rate30685

Amount 30685.12

18 % GST

Quantity1

Rate25210

Amount 25210.55

Kilometre stone

Quantity-

Rate-

Amount -

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

Rate13459

Amount 25841.91

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.

Quantity80.61

Rate2513

Amount 202651.93

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.

Quantity765

Rate19

Amount 14550.3

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

Quantity25.33

Rate6190

Amount 156797.77

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

Quantity60.8

Rate128

Amount 7838.94

ii) Km stone

Quantity6

Rate2555

Amount 15331.56

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity220

Rate549

Amount 120791

At Edge For Old CC Portion

Quantity78

Rate755

Amount 58899.36

IV th Year

Quantity1

Rate695800

Amount 695800

I st Year

Quantity1

Rate169400

Amount 169400

(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

Rate10651

Amount 42605.48

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.

Quantity67.36

Rate2513

Amount 169341.69

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

Quantity0.5

Rate73248

Amount 36624.38

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

Quantity-

Rate-

Amount -

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

Rate13459

Amount 51683.83

600 mm equilateral & triangle

Quantity11

Rate4195

Amount 46155.34

(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

Rate10651

Amount 42605.48

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate925927

Amount 925927

900 mm side octagon

Quantity2

Rate8441

Amount 16882.96

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.

Quantity2103.75

Rate19

Amount 40013.33

III rd Year

Quantity1

Rate165800

Amount 165800

1% LABOUR CESS

Quantity1

Rate2029

Amount 2029

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

Rate648

Amount 6483.2

Cement Concrete

Quantity0.81

Rate652

Amount 528.56

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 -

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

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

Quantity0.6

Rate73248

Amount 43949.25

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 -

900 mm side octagon

Quantity3

Rate8441

Amount 25324.44

ii) Km stone

Quantity2

Rate2555

Amount 5110.52

(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

Rate10651

Amount 42605.48

iii) 200 m stone

Quantity3

Rate727

Amount 2182.71

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

Quantity2983.1

Rate95

Amount 286288.11

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 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.

Quantity2103.75

Rate19

Amount 40013.33

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

Quantity3.07

Rate6190

Amount 19003.91

(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

Rate10651

Amount 42605.48

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

Quantity-

Rate-

Amount -

Hume Pipe Culverts

Quantity-

Rate-

Amount -

900 mm side octagon

Quantity5

Rate8441

Amount 42207.4

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

III rd Year

Quantity1

Rate66800

Amount 66800

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

Quantity21.44

Rate128

Amount 2764.26

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 -

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

Quantity0.13

Rate73248

Amount 9522.34

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

Quantity-

Rate-

Amount -

Cross Drainage Works/Protection/Repair

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 .

Quantity217.5

Rate6031

Amount 1311757.73

600 mm circular

Quantity7

Rate4140

Amount 28983.36

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

Quantity23

Rate1221

Amount 28105.08

900 mm side octagon

Quantity3

Rate8441

Amount 25324.44

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 1000 m lead @ 20 %

Quantity144.45

Rate243

Amount 35228.47

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity190

Rate549

Amount 104319.5

Parapet Repair

Quantity-

Rate-

Amount -

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.

Quantity722.9

Rate55

Amount 39998.06

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

Quantity0.35

Rate73248

Amount 25637.06

VI th Year

Quantity1

Rate73000

Amount 73000

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

Quantity130.88

Rate183

Amount 24009.94

1% LABOUR CESS

Quantity1

Rate29124

Amount 29124

600 mm x 450 mm rectangular

Quantity3

Rate3996

Amount 11990.25

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

Rate648

Amount 14263.04

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 .

Quantity277.32

Rate6031

Amount 1672536.33

Irrigation Pipe (300MM Dia)

Quantity-

Rate-

Amount -

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

Quantity93.76

Rate128

Amount 12088.48

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

Quantity20.64

Rate128

Amount 2661.12

(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

Rate10651

Amount 42605.48

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

Quantity30

Rate1221

Amount 36658.8

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

Quantity24

Rate648

Amount 15559.68

II nd Year

Quantity1

Rate246800

Amount 246800

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

Quantity0.5

Rate73248

Amount 36624.38

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

Quantity0.6

Rate73248

Amount 43949.25

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

II nd Year

Quantity1

Rate65800

Amount 65800

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

Quantity58

Rate648

Amount 37602.56

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 -

L082-KADHAR ROAD To BHANDARI (TRACK55)

Quantity-

Rate-

Amount -

(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

Rate10651

Amount 42605.48

Ashram RCD Road Birla More To Gwala Toli

Quantity-

Rate-

Amount -

I st Year

Quantity1

Rate83000

Amount 83000

III rd Year

Quantity1

Rate85700

Amount 85700

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 -

VII th Year

Quantity1

Rate78300

Amount 78300

600 mm equilateral & triangle

Quantity40

Rate4196

Amount 167851.2

Seigniorage Fee

Quantity1

Rate10927

Amount 10927.78

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

Rate128

Amount 5528.52

ii) Km stone

Quantity8

Rate2555

Amount 20445.28

900 mm side octagon

Quantity2

Rate8441

Amount 16882.96

ROH-KAWAKOL ROAD To PANDEYGANGOT

Quantity-

Rate-

Amount -

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.

Quantity28.69

Rate12362

Amount 354693.04

(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

Rate10651

Amount 42605.48

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 -

III rd Year

Quantity1

Rate47300

Amount 47300

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

Quantity0.75

Rate73248

Amount 54936.56

18 % GST

Quantity1

Rate127947

Amount 127947.46

Seigniorage Fee

Quantity1

Rate20133

Amount 20133.19

18 % GST

Quantity1

Rate1306076

Amount 1306076.06

Kauakol Jamui Road To Gurighat

Quantity-

Rate-

Amount -

At Edge For BT Portion

Quantity180

Rate644

Amount 115927.2

Retro-reflectorised Traffic SignsProviding and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.

Quantity3.84

Rate13459

Amount 51683.83

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

Quantity59.6

Rate386

Amount 23037.19

(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

Rate10651

Amount 42605.48

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.

Quantity62.18

Rate2513

Amount 156319.28

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

Quantity59.6

Rate386

Amount 23037.19

VII th Year

Quantity1

Rate137000

Amount 137000

IV th Year

Quantity1

Rate113500

Amount 113500

JAMUI ROAD To MANAPUR (Reciend work)

Quantity-

Rate-

Amount -

VII th Year

Quantity1

Rate64300

Amount 64300

L052-PWD KAUWAKOLE ROAD To RAMPUR BALIYAN (TRACK32)

Quantity-

Rate-

Amount -

600 mm equilateral & triangle

Quantity5

Rate4195

Amount 20979.7

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

Quantity0.5

Rate73248

Amount 36624.38

600 mm circular

Quantity2

Rate4140

Amount 8280.96

Seigniorage Fee

Quantity1

Rate53062

Amount 53062.12

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

Rate13459

Amount 51683.83

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

Rate13459

Amount 51683.83

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

Rate128

Amount 3424.38

18 % GST

Quantity1

Rate1115219

Amount 1115219.04

Parapet Repair

Quantity-

Rate-

Amount -

900 mm side octagon

Quantity2

Rate8441

Amount 16882.96

Parapet Repair

Quantity-

Rate-

Amount -

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 %

Quantity59.4

Rate243

Amount 14486.47

18 % GST

Quantity1

Rate149523

Amount 149523.18

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

Quantity478.13

Rate9805

Amount 4688284.59

18 % GST

Quantity1

Rate197603

Amount 197603.15

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

1% LABOUR CESS

Quantity1

Rate791844

Amount 791844.56

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.

Quantity3.84

Rate13459

Amount 51683.83

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

Quantity8.35

Rate6190

Amount 51688.17

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 .

Quantity356.83

Rate6031

Amount 2152066.71

18 % GST

Quantity1

Rate539127

Amount 539127.88

(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

Rate10651

Amount 42605.48

600 mm x 450 mm rectangular

Quantity3

Rate3996

Amount 11990.25

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.

Quantity1147.5

Rate19

Amount 21825.45

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity200

Rate549

Amount 109810

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate4556424

Amount 4556424

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

Rate7232

Amount 54245.25

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.

Quantity171.67

Rate2513

Amount 431574.95

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 -

VII th Year

Quantity1

Rate41400

Amount 41400

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

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

Quantity30

Rate1221

Amount 36658.8

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 1000 m lead @ 20 %

Quantity168.75

Rate243

Amount 41154.75

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 -

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 -

Hume Pipe Culverts

Quantity-

Rate-

Amount -

At Edge For Old CC Portion

Quantity130

Rate755

Amount 98165.6

iii) 200 m stone

Quantity4

Rate727

Amount 2910.28

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

Quantity26

Rate648

Amount 16856.32

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 -

Seigniorage Fee

Quantity1

Rate3522

Amount 3522.47

1% LABOUR CESS

Quantity1

Rate1378

Amount 1378

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

Rate2555

Amount 5110.52

18 % GST

Quantity1

Rate203597

Amount 203597.12

ii) Km stone

Quantity2

Rate2555

Amount 5110.52

VI th Year

Quantity1

Rate122200

Amount 122200

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

Quantity26.56

Rate183

Amount 4872.43

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.

Quantity80

Rate967

Amount 77434.4

Hume Pipe Culverts

Quantity-

Rate-

Amount -

600 mm circular

Quantity2

Rate4140

Amount 8280.96

18 % GST

Quantity1

Rate37267

Amount 37267.65

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 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 .

Quantity658.13

Rate6031

Amount 3969228.1

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

Quantity20.64

Rate128

Amount 2661.12

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

Quantity20.64

Rate128

Amount 2661.12

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.

Quantity239.07

Rate12362

Amount 2955610.46

At Edge For Old CC Portion

Quantity64

Rate755

Amount 48327.68

600 mm x 450 mm rectangular

Quantity8

Rate3996

Amount 31974

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

Quantity0.5

Rate73248

Amount 36624.38

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.

Quantity28.53

Rate2513

Amount 71723.85

Kilometre stone

Quantity-

Rate-

Amount -

600 mm circular

Quantity2

Rate4140

Amount 8280.96

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

(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

Rate10651

Amount 42605.48

i) 5th km stone

Quantity1

Rate4726

Amount 4726.3

I st Year

Quantity1

Rate133900

Amount 133900

(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

Rate10651

Amount 42605.48

III rd Year

Quantity1

Rate123400

Amount 123400

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

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

Quantity22.65

Rate5726

Amount 129714.06

Above 600 mm to 900 mm dia Hume pipe

Quantity5

Rate339

Amount 1697

18 % GST

Quantity1

Rate942781

Amount 942781.19

600 mm equilateral & triangle

Quantity8

Rate4195

Amount 33567.52

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 .

Quantity377.35

Rate6031

Amount 2275824.26

At Edge For BT Portion

Quantity80

Rate644

Amount 51523.2

VII th Year

Quantity1

Rate163100

Amount 163100

II nd Year

Quantity1

Rate33300

Amount 33300

ii) Km stone

Quantity2

Rate2555

Amount 5110.52

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

Quantity125.15

Rate386

Amount 48401.76

Kilometre stone

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 -

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

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

Quantity21.44

Rate183

Amount 3933.17

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

Rate5726

Amount 26340.84

I st Year

Quantity1

Rate1183100

Amount 1183100

ii) Km stone

Quantity2

Rate2555

Amount 5110.52

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 1000 m lead @ 20 %

Quantity162

Rate243

Amount 39508.56

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

Quantity3.07

Rate6190

Amount 19003.91

Seigniorage Fee

Quantity1

Rate79194

Amount 79194.69

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 .

Quantity320.63

Rate6031

Amount 1933741.97

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 -

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

Rate5726

Amount 26340.84

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 1000 m lead @ 20 %

Quantity135

Rate243

Amount 32923.8

At Edge For BT Portion

Quantity200

Rate644

Amount 128808

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity50

Rate549

Amount 27452.5

VI th Year

Quantity1

Rate41200

Amount 41200

600 mm equilateral & triangle

Quantity8

Rate4195

Amount 33567.52

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

Quantity303.68

Rate128

Amount 39153.46

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 .

Quantity483.19

Rate6031

Amount 2914152.71

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 -

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

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate859191

Amount 859191

Kilometre stone

Quantity-

Rate-

Amount -

II nd Year

Quantity1

Rate139300

Amount 139300

Seigniorage Fee

Quantity1

Rate68250

Amount 68250.71

VII th Year

Quantity1

Rate162500

Amount 162500

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.

Quantity1011.72

Rate55

Amount 55978.47

Parapet Repair

Quantity-

Rate-

Amount -

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 %

Quantity1350

Rate162

Amount 219955.5

18 % GST

Quantity1

Rate116504

Amount 116504.27

1% LABOUR CESS

Quantity1

Rate3412

Amount 3412

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

Quantity14.11

Rate6190

Amount 87343.72

(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

Rate10651

Amount 42605.48

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

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

Rate6554

Amount 221150.52

III rd Year

Quantity1

Rate156500

Amount 156500

VII th Year

Quantity1

Rate1033300

Amount 1033300

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

Rate5726

Amount 26340.84

Kilometre stone

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

Quantity16.27

Rate6190

Amount 100714.55

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 %

Quantity148.5

Rate243

Amount 36216.18

Kilometre stone

Quantity-

Rate-

Amount -

Seigniorage Fee

Quantity1

Rate249242

Amount 249242.85

Retro-reflectorised Traffic SignsProviding and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.

Quantity3.84

Rate13459

Amount 51683.83

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.

Quantity69.86

Rate2513

Amount 175626.64

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 -

I st Year

Quantity1

Rate72200

Amount 72200

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 -

Irrigation Pipe (300MM Dia)

Quantity-

Rate-

Amount -

III rd Year

Quantity1

Rate218900

Amount 218900

VI th Year

Quantity1

Rate99400

Amount 99400

Parapet Repair

Quantity-

Rate-

Amount -

L087-PMGSY KHARSARI ROAD To KARHARA (TRACK60)

Quantity-

Rate-

Amount -

Seigniorage Fee

Quantity1

Rate5907

Amount 5907.15

IV th Year

Quantity1

Rate119100

Amount 119100

I st Year

Quantity1

Rate109300

Amount 109300

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

Quantity64.32

Rate183

Amount 11799.5

II nd Year

Quantity1

Rate113100

Amount 113100

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.

Quantity82.27

Rate12362

Amount 1017099.9

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

Quantity-

Rate-

Amount -

At Edge For BT Portion

Quantity180

Rate644

Amount 115927.2

At Edge For Old CC Portion

Quantity76

Rate755

Amount 57389.12

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate1681196

Amount 1681196

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity275

Rate549

Amount 150988.75

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity575

Rate549

Amount 315703.75

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 -

1% LABOUR CESS

Quantity1

Rate24239

Amount 24239.5

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

Rate7232

Amount 54245.25

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.

Quantity81.26

Rate2513

Amount 204286.01

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 %

Quantity21900

Rate243

Amount 5340972

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

Quantity120

Rate644

Amount 77284.8

18 % GST

Quantity1

Rate675316

Amount 675316.8

Cross Drainage Works/Protection/Repair

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

Quantity0.5

Rate73248

Amount 36624.38

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 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.

Quantity67.89

Rate12362

Amount 839320.68

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 -

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.

Quantity61.38

Rate302

Amount 18565.61

Dismantling

Quantity-

Rate-

Amount -

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity655

Rate549

Amount 359627.75

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.

Quantity2295

Rate19

Amount 43650.9

I st Year

Quantity1

Rate138700

Amount 138700

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 %

Quantity507.6

Rate162

Amount 82703.27

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

Quantity4.51

Rate6190

Amount 27917.8

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.

Quantity55.4

Rate4074

Amount 225740.04

I st Year

Quantity1

Rate81000

Amount 81000

iii) 200 m stone

Quantity5

Rate727

Amount 3637.85

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

Quantity9.21

Rate6190

Amount 57011.74

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

Quantity14

Rate1221

Amount 17107.44

Seigniorage Fee

Quantity1

Rate2113

Amount 2113.48

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 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.

Quantity306

Rate12362

Amount 3783062.7

1% LABOUR CESS

Quantity1

Rate9973

Amount 9973

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

Quantity120

Rate128

Amount 15471.6

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

VII th Year

Quantity1

Rate110000

Amount 110000

L050-JAMUI ROAD To DOMOHAN (TRACK30)

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 .

Quantity588.65

Rate6031

Amount 3550189.36

Above 600 mm to 900 mm dia Hume pipe

Quantity5

Rate339

Amount 1696

VI th Year

Quantity1

Rate147700

Amount 147700

1% LABOUR CESS

Quantity1

Rate51074

Amount 51074.05

Seigniorage Fee

Quantity1

Rate1549

Amount 1549.89

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 -

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

Rate13459

Amount 51683.83

1% LABOUR CESS

Quantity1

Rate60447

Amount 60447.28

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

Quantity0.5

Rate73248

Amount 36624.38

600 mm circular

Quantity4

Rate4140

Amount 16561.92

VI th Year

Quantity1

Rate34000

Amount 34000

1% LABOUR CESS

Quantity1

Rate7868

Amount 7868

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

Quantity42.88

Rate183

Amount 7866.34

Kilometre stone

Quantity-

Rate-

Amount -

iii) 200 m stone

Quantity6

Rate727

Amount 4365.42

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

Quantity0.68

Rate73248

Amount 49809.15

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

Roh Kawakole PWD Road To Karma

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

Quantity4.38

Rate73289

Amount 321006.92

600 mm equilateral & triangle

Quantity3

Rate4195

Amount 12587.82

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 -

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

Quantity10

Rate1221

Amount 12219.6

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

Quantity841.5

Rate9805

Amount 8251294.59

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 %

Quantity202.5

Rate243

Amount 49385.7

VII th Year

Quantity1

Rate122000

Amount 122000

VII th Year

Quantity1

Rate167200

Amount 167200

VII th Year

Quantity1

Rate125000

Amount 125000

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

Rate6554

Amount 221150.52

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

Quantity14

Rate648

Amount 9076.48

900 mm side octagon

Quantity1

Rate8441

Amount 8441.48

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 %

Quantity577.8

Rate162

Amount 94140.95

Seigniorage Fee

Quantity1

Rate63531

Amount 63531.4

I st Year

Quantity1

Rate65600

Amount 65600

Seigniorage Fee

Quantity1

Rate64435

Amount 64435.84

L071-KAWAKOL JAMUI ROAD To PACHIARI TOLA LALPUR (TRACK44)

Quantity-

Rate-

Amount -

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.

Quantity72.24

Rate2513

Amount 181609.92

Kilometre stone

Quantity-

Rate-

Amount -

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

Quantity14

Rate648

Amount 9076.48

iii) 200 m stone

Quantity4

Rate727

Amount 2910.28

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

Rate6554

Amount 221150.52

VI th Year

Quantity1

Rate275900

Amount 275900

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

Rate128

Amount 3424.38

II nd Year

Quantity1

Rate189500

Amount 189500

At Edge For BT Portion

Quantity110

Rate644

Amount 70844.4

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

Quantity8

Rate1221

Amount 9775.68

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

Quantity53.12

Rate128

Amount 6848.76

Kilometre stone

Quantity-

Rate-

Amount -

600 mm x 450 mm rectangular

Quantity2

Rate3996

Amount 7993.5

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 -

iii) 200 m stone

Quantity6

Rate727

Amount 4365.42

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

Quantity93.76

Rate183

Amount 17200.27

III rd Year

Quantity1

Rate1425600

Amount 1425600

Hume Pipe Culverts

Quantity-

Rate-

Amount -

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

IV th Year

Quantity1

Rate55000

Amount 55000

1% LABOUR CESS

Quantity1

Rate58311

Amount 58311.18

II nd Year

Quantity1

Rate74500

Amount 74500

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

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.

Quantity33.25

Rate2513

Amount 83589.84

ii) Km stone

Quantity2

Rate2555

Amount 5110.52

1% LABOUR CESS

Quantity1

Rate6969

Amount 6969

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

Rate648

Amount 12966.4

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

Quantity44

Rate-

Amount 32.12

600 mm circular

Quantity2

Rate4140

Amount 8280.96

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 -

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

Quantity172.13

Rate9805

Amount 1687813.83

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 -

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

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 %

Quantity167.4

Rate243

Amount 40825.51

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity225

Rate549

Amount 123536.25

600 mm circular

Quantity3

Rate4140

Amount 12421.44

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

600 mm x 450 mm rectangular

Quantity1

Rate3996

Amount 3996.75

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

Rate6554

Amount 221150.52

Dismantling

Quantity-

Rate-

Amount -

IV th Year

Quantity1

Rate91300

Amount 91300

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.

Quantity618.09

Rate55

Amount 34198.92

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

Rate6554

Amount 221150.52

18 % GST

Quantity1

Rate870984

Amount 870984.67

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

Quantity125.12

Rate128

Amount 16131.72

L086-KACHNA KAWAKOL PWD ROAD To RUSHTAMPUR (TRACK59)

Quantity-

Rate-

Amount -

Seigniorage Fee

Quantity1

Rate10158

Amount 10158.13

VI th Year

Quantity1

Rate114100

Amount 114100

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 %

Quantity135

Rate162

Amount 21995.55

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

Quantity264

Rate-

Amount 192.72

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

Quantity0.5

Rate73248

Amount 36624.38

18 % GST

Quantity1

Rate810065

Amount 810065.84

At Edge For BT Portion

Quantity190

Rate644

Amount 122367.6

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate1383829

Amount 1383829

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 -

VI th Year

Quantity1

Rate91300

Amount 91300

600 mm equilateral & triangle

Quantity8

Rate4195

Amount 33567.52

600 mm circular

Quantity3

Rate4140

Amount 12421.44

600 mm equilateral & triangle

Quantity6

Rate4195

Amount 25175.64

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

Quantity472.32

Rate128

Amount 60896.22

I st Year

Quantity1

Rate28600

Amount 28600

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 %

Quantity2781

Rate162

Amount 453108.33

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

Quantity80

Rate1221

Amount 97756.8

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

(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

Rate10651

Amount 42605.48

900 mm side octagon

Quantity5

Rate8441

Amount 42207.4

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.

Quantity22.5

Rate4074

Amount 91681.43

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

Quantity36.16

Rate128

Amount 4662.11

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

Quantity121.92

Rate183

Amount 22366.22

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 -

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.

Quantity93

Rate2513

Amount 233800.14

900 mm side octagon

Quantity3

Rate8441

Amount 25324.44

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 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.

Quantity33.47

Rate12362

Amount 413787.94

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

Quantity-

Rate-

Amount -

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 -

1% LABOUR CESS

Quantity1

Rate42488

Amount 42488.43

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 .

Quantity47.82

Rate6031

Amount 288405.77

900 mm side octagon

Quantity5

Rate8441

Amount 42207.4

600 mm circular

Quantity2

Rate4140

Amount 8280.96

Construction of Road from Roh Rupow Pyne To Bandali Khurdh

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 -

1% LABOUR CESS

Quantity1

Rate42271

Amount 42271.94

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity500

Rate549

Amount 274525

Seigniorage Fee

Quantity1

Rate9373

Amount 9373.21

600 mm circular

Quantity2

Rate4140

Amount 8280.96

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

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

Quantity21.44

Rate183

Amount 3933.17

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

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 %

Quantity585

Rate162

Amount 95314.05

II nd Year

Quantity1

Rate133900

Amount 133900

II nd Year

Quantity1

Rate114400

Amount 114400

IV th Year

Quantity1

Rate149700

Amount 149700

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

Quantity120.64

Rate183

Amount 22131.41

ii) Km stone

Quantity3

Rate2555

Amount 7665.78

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.

Quantity820.94

Rate55

Amount 45422.61

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

Quantity18.42

Rate6190

Amount 114023.48

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

Quantity26

Rate1221

Amount 31770.96

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

Rate648

Amount 11669.76

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 %

Quantity648

Rate162

Amount 105578.64

(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

Rate10651

Amount 42605.48

ii) Km stone

Quantity2

Rate2555

Amount 5110.52

600 mm equilateral & triangle

Quantity8

Rate4195

Amount 33567.52

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.

Quantity52.59

Rate12362

Amount 650167.54

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

Rate5726

Amount 26340.84

600 mm equilateral & triangle

Quantity7

Rate4195

Amount 29371.58

1% LABOUR CESS

Quantity1

Rate38252

Amount 38252.47

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity150

Rate549

Amount 82357.5

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

At Edge For BT Portion

Quantity120

Rate644

Amount 77284.8

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

Quantity150.08

Rate183

Amount 27532.18

ii) Km stone

Quantity3

Rate2555

Amount 7665.78

18 % GST

Quantity1

Rate703540

Amount 703540.81

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

Rate6190

Amount 133027.4

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 -

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

Quantity273.01

Rate95

Amount 26200.77

VII th Year

Quantity1

Rate83700

Amount 83700

III rd Year

Quantity1

Rate55000

Amount 55000

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

Rate2555

Amount 10221.04

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

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

Seigniorage Fee

Quantity1

Rate40717

Amount 40717

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 -

IV th Year

Quantity1

Rate126900

Amount 126900

ii) Km stone

Quantity2

Rate2555

Amount 5110.52

Parapet Repair

Quantity-

Rate-

Amount -

I st Year

Quantity1

Rate51700

Amount 51700

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

Rate648

Amount 10373.12

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

Quantity-

Rate-

Amount -

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 %

Quantity810

Rate162

Amount 131973.3

At Edge For BT Portion

Quantity160

Rate644

Amount 103046.4

1% LABOUR CESS

Quantity1

Rate64493

Amount 64493.53

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

Seigniorage Fee

Quantity1

Rate23676

Amount 23676.64

Parapet Repair

Quantity-

Rate-

Amount -

ii) Km stone

Quantity2

Rate2555

Amount 5110.52

At Edge For Old CC Portion

Quantity150

Rate755

Amount 113268

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

Rate7232

Amount 54245.25

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate37756

Amount 37756

1% LABOUR CESS

Quantity1

Rate41555

Amount 41555.94

18 % GST

Quantity1

Rate780337

Amount 780337.68

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 -

At Edge For Old CC Portion

Quantity90

Rate755

Amount 67960.8

III rd Year

Quantity1

Rate139400

Amount 139400

600 mm circular

Quantity2

Rate4140

Amount 8280.96

I st Year

Quantity1

Rate104200

Amount 104200

18 % GST

Quantity1

Rate64791

Amount 64791.26

Kilometre stone

Quantity-

Rate-

Amount -

Seigniorage Fee

Quantity1

Rate14912

Amount 14912.03

Seigniorage Fee

Quantity1

Rate21032

Amount 21032.55

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

Quantity229.5

Rate9805

Amount 2250353.07

1% LABOUR CESS

Quantity1

Rate6636

Amount 6636

I st Year

Quantity1

Rate21400

Amount 21400

18 % GST

Quantity1

Rate149523

Amount 149523.18

Kilometre stone

Quantity-

Rate-

Amount -

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

IV th Year

Quantity1

Rate29200

Amount 29200

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.

Quantity62.31

Rate4074

Amount 253896.43

IV th Year

Quantity1

Rate100300

Amount 100300

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

Quantity224.32

Rate128

Amount 28921.58

900 mm side octagon

Quantity2

Rate8441

Amount 16882.96

III rd Year

Quantity1

Rate603200

Amount 603200

At Edge For BT Portion

Quantity150

Rate644

Amount 96606

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.

Quantity1687.5

Rate19

Amount 32096.25

At Edge For BT Portion

Quantity124

Rate644

Amount 79860.96

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 %

Quantity81

Rate243

Amount 19754.28

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity375

Rate549

Amount 205893.75

600 mm x 450 mm rectangular

Quantity4

Rate3996

Amount 15987

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

Quantity0.68

Rate73248

Amount 49809.15

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 %

Quantity546.75

Rate243

Amount 133341.39

600 mm equilateral & triangle

Quantity19

Rate4195

Amount 79722.86

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.

Quantity28116.3

Rate19

Amount 534772.03

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

Quantity20.64

Rate128

Amount 2661.12

18 % GST

Quantity1

Rate102505

Amount 102505.78

Seigniorage Fee

Quantity1

Rate7049

Amount 7049

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity394

Rate549

Amount 216337.52

Kilometre stone

Quantity-

Rate-

Amount -

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 %

Quantity162

Rate243

Amount 39508.56

600 mm x 450 mm rectangular

Quantity2

Rate3996

Amount 7993.5

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

Quantity301.76

Rate128

Amount 38905.92

600 mm circular

Quantity2

Rate4140

Amount 8280.96

VI th Year

Quantity1

Rate64300

Amount 64300

iii) 200 m stone

Quantity10

Rate727

Amount 7275.7

Kachana Kauakol PWD Road To Pali

Quantity-

Rate-

Amount -

VII th Year

Quantity1

Rate110400

Amount 110400

VI th Year

Quantity1

Rate78700

Amount 78700

600 mm x 450 mm rectangular

Quantity3

Rate3996

Amount 11990.25

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

III rd Year

Quantity1

Rate61700

Amount 61700

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 %

Quantity162

Rate243

Amount 39508.56

VII th Year

Quantity1

Rate88200

Amount 88200

Seigniorage Fee

Quantity1

Rate75001

Amount 75001.3

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 -

ii) Km stone

Quantity1

Rate2555

Amount 2555.26

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

Rate648

Amount 7779.84

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

Quantity65.88

Rate6190

Amount 407856.49

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.

Quantity90.84

Rate12362

Amount 1123050.38

VI th Year

Quantity1

Rate98900

Amount 98900

iii) 200 m stone

Quantity6

Rate727

Amount 4365.42

1% LABOUR CESS

Quantity1

Rate5580

Amount 5580

1% LABOUR CESS

Quantity1

Rate6735

Amount 6735

I st Year

Quantity1

Rate66300

Amount 66300

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.

Quantity61.38

Rate302

Amount 18565.61

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 -

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate1359839

Amount 1359839

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity675

Rate549

Amount 370608.75

Kilometre stone

Quantity-

Rate-

Amount -

600 mm x 450 mm rectangular

Quantity8

Rate3996

Amount 31974

Parapet Repair

Quantity-

Rate-

Amount -

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.

Quantity2295

Rate19

Amount 43650.9

Cement Concrete

Quantity0.81

Rate652

Amount 528.78

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.

Quantity68.41

Rate2513

Amount 171981.37

900 mm side octagon

Quantity3

Rate8441

Amount 25324.44

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

Quantity52.5

Rate95

Amount 5038.43

II nd Year

Quantity1

Rate86100

Amount 86100

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 100 m lead @ 80 %

Quantity648

Rate162

Amount 105578.64

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

Quantity62.72

Rate183

Amount 11505.98

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

Dismantling

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 -

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.

Quantity112.84

Rate12362

Amount 1395035.28

Parapet Repair

Quantity-

Rate-

Amount -

Seigniorage Fee

Quantity1

Rate67688

Amount 67688.64

IV th Year

Quantity1

Rate162400

Amount 162400

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.

Quantity35.73

Rate2513

Amount 89824.51

III rd Year

Quantity1

Rate129100

Amount 129100

III rd Year

Quantity1

Rate198600

Amount 198600

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

Quantity572

Rate-

Amount 417.56

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

Quantity1540

Rate-

Amount 1124.2

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 -

18 % GST

Quantity1

Rate2949873

Amount 2949873.21

18 % GST

Quantity1

Rate1306680

Amount 1306680.52

600 mm circular

Quantity2

Rate4140

Amount 8280.96

VI th Year

Quantity1

Rate109400

Amount 109400

Kilometre stone

Quantity-

Rate-

Amount -

Irrigation Pipe (300MM Dia)

Quantity-

Rate-

Amount -

Seigniorage Fee

Quantity1

Rate58146

Amount 58146.26

18 % GST

Quantity1

Rate773247

Amount 773247.21

600 mm circular

Quantity5

Rate4140

Amount 20702.4

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

600 mm x 450 mm rectangular

Quantity3

Rate3996

Amount 11990.25

18 % GST

Quantity1

Rate5125569

Amount 5125569.88

ii) Km stone

Quantity2

Rate2555

Amount 5110.52

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

Irrigation Pipe (300MM Dia)

Quantity-

Rate-

Amount -

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

Rate648

Amount 19449.6

1% LABOUR CESS

Quantity1

Rate7044

Amount 7044

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.

Quantity57.82

Rate2513

Amount 145358.32

VI th Year

Quantity1

Rate459100

Amount 459100

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

Quantity0.75

Rate73248

Amount 54936.56

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 %

Quantity324

Rate162

Amount 52789.32

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

18 % GST

Quantity1

Rate467249

Amount 467249.75

Seigniorage Fee

Quantity1

Rate1029176

Amount 1029176.44

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

Quantity72.32

Rate183

Amount 13267.1

At Edge For Old CC Portion

Quantity394

Rate755

Amount 297517.28

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

Quantity125.12

Rate128

Amount 16131.72

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

Quantity24

Rate1221

Amount 29327.04

Irrigation Pipe (300MM Dia)

Quantity-

Rate-

Amount -

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 %

Quantity950.41

Rate162

Amount 154850.3

Kilometre stone

Quantity-

Rate-

Amount -

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.

Quantity1530

Rate19

Amount 29100.6

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.

Quantity64.15

Rate4074

Amount 261393.93

18 % GST

Quantity1

Rate14580985

Amount 14580985.92

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 -

VI th Year

Quantity1

Rate104600

Amount 104600

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.

Quantity51.65

Rate4074

Amount 210459.8

At Edge For BT Portion

Quantity70

Rate644

Amount 45082.8

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.

Quantity45.79

Rate4074

Amount 186581.89

Irrigation Pipe (300MM Dia)

Quantity-

Rate-

Amount -

VI th Year

Quantity1

Rate78200

Amount 78200

Seigniorage Fee

Quantity1

Rate880

Amount 880.62

Irrigation Pipe (300MM Dia)

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

Quantity8.83

Rate6190

Amount 54659.47

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

Quantity-

Rate-

Amount -

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

Rate6554

Amount 221150.52

600 mm x 450 mm rectangular

Quantity3

Rate3996

Amount 11990.25

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity195

Rate549

Amount 107064.75

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

VI th Year

Quantity1

Rate74200

Amount 74200

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

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

I st Year

Quantity1

Rate155600

Amount 155600

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 %

Quantity378

Rate162

Amount 61587.54

At Edge For Old CC Portion

Quantity90

Rate755

Amount 67960.8

IV th Year

Quantity1

Rate52300

Amount 52300

I st Year

Quantity1

Rate126000

Amount 126000

III rd Year

Quantity1

Rate282700

Amount 282700

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.

Quantity1338.75

Rate19

Amount 25463.03

At Edge For Old CC Portion

Quantity80

Rate755

Amount 60409.6

900 mm side octagon

Quantity2

Rate8441

Amount 16882.96

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

ii) Km stone

Quantity2

Rate2555

Amount 5110.52

Kilometre stone

Quantity-

Rate-

Amount -

900 mm side octagon

Quantity3

Rate8441

Amount 25324.44

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.

Quantity3633.75

Rate19

Amount 69113.93

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.

Quantity787.5

Rate19

Amount 14978.25

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

Quantity0.8

Rate73248

Amount 58599

1% LABOUR CESS

Quantity1

Rate27960

Amount 27960.51

VI th Year

Quantity1

Rate201700

Amount 201700

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

Quantity18.4

Rate5726

Amount 105363.37

600 mm circular

Quantity2

Rate4140

Amount 8280.96

600 mm circular

Quantity3

Rate4140

Amount 12421.44

Seigniorage Fee

Quantity1

Rate11793

Amount 11793.12

At Edge For BT Portion

Quantity207

Rate644

Amount 133316.28

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

Quantity1.54

Rate73248

Amount 112803.08

Kauakol Jamui Road To Lalpur

Quantity-

Rate-

Amount -

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.

Quantity3442.5

Rate19

Amount 65476.35

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 1000 m lead @ 20 %

Quantity202.5

Rate243

Amount 49385.7

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

Quantity21.44

Rate183

Amount 3933.17

VI th Year

Quantity1

Rate30000

Amount 30000

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 .

Quantity210.38

Rate6031

Amount 1268816.51

18 % GST

Quantity1

Rate839842

Amount 839842.76

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

Quantity23

Rate1221

Amount 28105.08

1% LABOUR CESS

Quantity1

Rate279466

Amount 279466.79

18 % GST

Quantity1

Rate396986

Amount 396986.16

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

Quantity20.64

Rate128

Amount 2661.12

600 mm x 450 mm rectangular

Quantity3

Rate3996

Amount 11990.25

IV th Year

Quantity1

Rate18800

Amount 18800

I st Year

Quantity1

Rate28600

Amount 28600

18 % GST

Quantity1

Rate62626

Amount 62626.16

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

Quantity-

Rate-

Amount -

VII th Year

Quantity1

Rate59500

Amount 59500

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.

Quantity76.5

Rate12362

Amount 945765.68

600 mm x 450 mm rectangular

Quantity4

Rate3996

Amount 15987

1% LABOUR CESS

Quantity1

Rate45068

Amount 45068.08

1% LABOUR CESS

Quantity1

Rate160851

Amount 160851.77

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 %

Quantity810

Rate162

Amount 131973.3

Seigniorage Fee

Quantity1

Rate142156

Amount 142156.12

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 -

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

Quantity0.33

Rate73248

Amount 24172.09

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.

Quantity6885

Rate19

Amount 130952.7

iii) 200 m stone

Quantity4

Rate727

Amount 2910.28

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 %

Quantity81

Rate243

Amount 19754.28

I st Year

Quantity1

Rate102200

Amount 102200

18 % GST

Quantity1

Rate80743

Amount 80743.54

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

VII th Year

Quantity1

Rate221500

Amount 221500

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

II nd Year

Quantity1

Rate51400

Amount 51400

iii) 200 m stone

Quantity3

Rate727

Amount 2182.71

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.

Quantity68.02

Rate4074

Amount 277163.13

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

1% LABOUR CESS

Quantity1

Rate11086

Amount 11086

1% LABOUR CESS

Quantity1

Rate5386

Amount 5386

Irrigation Pipe (300MM Dia)

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 -

1% LABOUR CESS

Quantity1

Rate7971

Amount 7971

At Edge For BT Portion

Quantity60

Rate801

Amount 48099

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

Quantity57.6

Rate183

Amount 10566.72

iii) 200 m stone

Quantity4

Rate727

Amount 2910.28

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

Rate5726

Amount 26340.84

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

Rate7232

Amount 54245.25

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 %

Quantity135

Rate243

Amount 32923.8

Hume Pipe Culverts

Quantity-

Rate-

Amount -

Irrigation Pipe (300MM Dia)

Quantity-

Rate-

Amount -

Parapet Repair

Quantity-

Rate-

Amount -

600 mm equilateral & triangle

Quantity7

Rate4195

Amount 29371.58

Irrigation Pipe (300MM Dia)

Quantity-

Rate-

Amount -

18 % GST

Quantity1

Rate146366

Amount 146366.31

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)

Quantity67.48

Rate6554

Amount 442301.03

600 mm x 450 mm rectangular

Quantity3

Rate3996

Amount 11990.25

Hume Pipe Culverts

Quantity-

Rate-

Amount -

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.

Quantity52.59

Rate12362

Amount 650167.54

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

Quantity184.32

Rate128

Amount 23764.38

18 % GST

Quantity1

Rate196874

Amount 196874.78

18 % GST

Quantity1

Rate163652

Amount 163652.8

(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

Rate10651

Amount 42605.48

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

Rate13459

Amount 51683.83

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 %

Quantity324

Rate162

Amount 52789.32

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

Quantity9.2

Rate5726

Amount 52681.68

IV th Year

Quantity1

Rate22000

Amount 22000

II nd Year

Quantity1

Rate79300

Amount 79300

Kauakol Jamui Road To Utkarmit Madhya Vidhyalay Madurapur

Quantity-

Rate-

Amount -

Seigniorage Fee

Quantity1

Rate2113

Amount 2113.48

900 mm side octagon

Quantity4

Rate8441

Amount 33765.92

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.

Quantity113.79

Rate12362

Amount 1406780.08

IV th Year

Quantity1

Rate66800

Amount 66800

IV th Year

Quantity1

Rate198300

Amount 198300

(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

Rate10651

Amount 42605.48

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

Rate13459

Amount 51683.83

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate845424

Amount 845424

600 mm circular

Quantity2

Rate4140

Amount 8280.96

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

Quantity9.12

Rate6190

Amount 56454.62

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 -

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

Rate13459

Amount 25841.91

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.

Quantity98.97

Rate12362

Amount 1223561.16

Parapet Repair

Quantity-

Rate-

Amount -

III rd Year

Quantity1

Rate128900

Amount 128900

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

Rate648

Amount 12966.4

Irrigation Pipe (300MM Dia)

Quantity-

Rate-

Amount -

900 mm side octagon

Quantity2

Rate8441

Amount 16882.96

III rd Year

Quantity1

Rate83800

Amount 83800

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

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

Rate7232

Amount 54245.25

VII th Year

Quantity1

Rate315700

Amount 315700

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

Quantity20.64

Rate128

Amount 2661.12

II nd Year

Quantity1

Rate170700

Amount 170700

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

Rate13459

Amount 51683.83

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 -

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 .

Quantity210.23

Rate6031

Amount 1267911.85

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

Quantity15

Rate7232

Amount 108490.5

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 -

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.

Quantity88.5

Rate2513

Amount 222487.23

18 % GST

Quantity1

Rate264857

Amount 264857.95

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.

Quantity52.08

Rate4074

Amount 212211.94

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

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 %

Quantity648

Rate162

Amount 105578.64

600 mm equilateral & triangle

Quantity9

Rate4195

Amount 37763.46

I st Year

Quantity1

Rate227600

Amount 227600

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

Quantity53.12

Rate183

Amount 9744.86

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

Rate648

Amount 5186.56

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 -

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

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

18 % GST

Quantity1

Rate506405

Amount 506405.62

Seigniorage Fee

Quantity1

Rate55650

Amount 55650.11

VII th Year

Quantity1

Rate34100

Amount 34100

iii) 200 m stone

Quantity6

Rate727

Amount 4365.42

Kilometre stone

Quantity-

Rate-

Amount -

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.

Quantity180

Rate19

Amount 3423.6

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

Quantity-

Rate-

Amount -

Seigniorage Fee

Quantity1

Rate8140

Amount 8140.35

At Edge For Old CC Portion

Quantity145

Rate755

Amount 109492.4

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.

Quantity59.29

Rate12362

Amount 732999.31

Cement Concrete

Quantity1.62

Rate652

Amount 1057.11

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

Rate13459

Amount 25841.91

600 mm equilateral & triangle

Quantity7

Rate4195

Amount 29371.58

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

Quantity112.32

Rate183

Amount 20605.1

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

Quantity88

Rate-

Amount 64.24

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.

Quantity260.77

Rate4074

Amount 1062567.34

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 %

Quantity126.9

Rate243

Amount 30948.37

Seigniorage Fee

Quantity1

Rate69642

Amount 69642.68

Parapet Repair

Quantity-

Rate-

Amount -

VII th Year

Quantity1

Rate424500

Amount 424500

iii) 200 m stone

Quantity2

Rate727

Amount 1455.14

600 mm equilateral & triangle

Quantity5

Rate4195

Amount 20979.7

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

Quantity62.72

Rate183

Amount 11505.98

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

Quantity197.94

Rate9805

Amount 1940892.75

At Edge For Old CC Portion

Quantity50

Rate755

Amount 37756

At Edge For BT Portion

Quantity240

Rate644

Amount 154569.6

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity200

Rate549

Amount 109810

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

Quantity21.44

Rate128

Amount 2764.26

VI th Year

Quantity1

Rate137400

Amount 137400

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate10794575

Amount 10794575

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.

Quantity65.12

Rate2513

Amount 163710.38

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

VI th Year

Quantity1

Rate113000

Amount 113000

At Edge For Old CC Portion

Quantity116

Rate755

Amount 87593.92

II nd Year

Quantity1

Rate153800

Amount 153800

Seigniorage Fee

Quantity1

Rate7079

Amount 7079.54

(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

Rate10651

Amount 42605.48

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.

Quantity105.19

Rate12362

Amount 1300458.71

Irrigation Pipe (300MM Dia)

Quantity-

Rate-

Amount -

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate1844477

Amount 1844477

Seigniorage Fee

Quantity1

Rate3522

Amount 3522.47

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate890732

Amount 890732

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.

Quantity86.07

Rate12362

Amount 1064079.11

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.

Quantity702.91

Rate12363

Amount 8690146.62

900 mm side octagon

Quantity2

Rate8441

Amount 16882.96

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate3546980

Amount 3546980

18 % GST

Quantity1

Rate1060212

Amount 1060212.41

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

Rate13459

Amount 51683.83

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

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

Quantity89.4

Rate386

Amount 34555.78

II nd Year

Quantity1

Rate22800

Amount 22800

(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

Rate10651

Amount 42605.48

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

Quantity-

Rate-

Amount -

I st Year

Quantity1

Rate174300

Amount 174300

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 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.

Quantity3958.88

Rate19

Amount 75297.9

18 % GST

Quantity1

Rate72680

Amount 72680.93

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

Quantity0.22

Rate73248

Amount 16114.73

I st Year

Quantity1

Rate96600

Amount 96600

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 -

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.

Quantity990

Rate19

Amount 18829.8

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

18 % GST

Quantity1

Rate1808966

Amount 1808966.85

(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

Rate10651

Amount 42605.48

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.

Quantity26.64

Rate4074

Amount 108550.81

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.

Quantity21.27

Rate4074

Amount 86669.51

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.

Quantity855.27

Rate55

Amount 47322.09

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

Quantity19

Rate1221

Amount 23217.24

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)

Quantity101.22

Rate6554

Amount 663451.55

18 % GST

Quantity1

Rate512691

Amount 512691.27

VI th Year

Quantity1

Rate372700

Amount 372700

iii) 200 m stone

Quantity5

Rate727

Amount 3637.85

II nd Year

Quantity1

Rate132400

Amount 132400

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 -

At Edge For BT Portion

Quantity120

Rate644

Amount 77284.8

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

Quantity-

Rate-

Amount -

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 -

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 -

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 87301.8

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 1000 m lead @ 20 %

Quantity270

Rate243

Amount 65847.6

VI th Year

Quantity1

Rate95400

Amount 95400

1% LABOUR CESS

Quantity1

Rate92503

Amount 92503.42

1% LABOUR CESS

Quantity1

Rate3115

Amount 3115

1% LABOUR CESS

Quantity1

Rate3956

Amount 3956

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

Cement Concrete

Quantity0.81

Rate652

Amount 528.56

600 mm circular

Quantity3

Rate4140

Amount 12421.44

Kilometre stone

Quantity-

Rate-

Amount -

600 mm x 450 mm rectangular

Quantity2

Rate3996

Amount 7993.5

VII th Year

Quantity1

Rate169900

Amount 169900

VII th Year

Quantity1

Rate72400

Amount 72400

III rd Year

Quantity1

Rate106100

Amount 106100

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity125

Rate549

Amount 68631.25

L038-KACHNA PWD ROAD To GANDHIDHAM (TRACK18)

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 -

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

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 -

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 .

Quantity191.25

Rate6031

Amount 1153442.14

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

Rate648

Amount 5186.56

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate530334

Amount 530334

At Edge For BT Portion

Quantity220

Rate644

Amount 141688.8

Seigniorage Fee

Quantity1

Rate11510

Amount 11510.1

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

Quantity44

Rate-

Amount 32.12

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

Quantity0.62

Rate73248

Amount 45414.23

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

Rate6554

Amount 221150.52

L075-PMGSY ROAD LALPUR To TILHATA DHAMNI (TRACK48)

Quantity-

Rate-

Amount -

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

Rate7232

Amount 54245.25

IV th Year

Quantity1

Rate204700

Amount 204700

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

Quantity30

Rate967

Amount 29037.9

Parapet Repair

Quantity-

Rate-

Amount -

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 -

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.

Quantity90.84

Rate12362

Amount 1123050.38

Irrigation Pipe (300MM Dia)

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

Quantity0.54

Rate73248

Amount 39554.33

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

18 % GST

Quantity1

Rate469659

Amount 469659.1

600 mm circular

Quantity3

Rate4140

Amount 12421.44

Water Bound Macadam Gr III : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Quantity322.21

Rate4074

Amount 1312918.75

IV th Year

Quantity1

Rate160800

Amount 160800

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

Quantity239.36

Rate183

Amount 43910.59

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 -

iii) 200 m stone

Quantity4

Rate727

Amount 2910.28

Parapet Repair

Quantity-

Rate-

Amount -

600 mm x 450 mm rectangular

Quantity4

Rate3996

Amount 15987

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

Rate10651

Amount 42605.48

18 % GST

Quantity1

Rate121830

Amount 121830.67

(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

Rate10651

Amount 42605.48

1% LABOUR CESS

Quantity1

Rate25459

Amount 25459.28

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

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

Quantity22.5

Rate7232

Amount 162735.75

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

Quantity20.64

Rate128

Amount 2661.12

600 mm x 450 mm rectangular

Quantity2

Rate3996

Amount 7993.5

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 .

Quantity1336.84

Rate6031

Amount 8062669.2

Retro-reflectorised Traffic SignsProviding and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.

Quantity5.76

Rate13459

Amount 77525.74

900 mm side octagon

Quantity3

Rate8441

Amount 25324.44

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.

Quantity5.76

Rate13459

Amount 77525.74

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.

Quantity3299.94

Rate3337

Amount 11014704.73

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate203882

Amount 203882

Parapet Repair

Quantity-

Rate-

Amount -

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

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 %

Quantity669.6

Rate162

Amount 109097.93

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

Rate6190

Amount 38007.83

VI th Year

Quantity1

Rate41200

Amount 41200

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.

Quantity326.21

Rate4074

Amount 1329217.67

Kilometre stone

Quantity-

Rate-

Amount -

IV th Year

Quantity1

Rate181900

Amount 181900

Parapet Repair

Quantity-

Rate-

Amount -

600 mm equilateral & triangle

Quantity9

Rate4195

Amount 37763.46

Seigniorage Fee

Quantity1

Rate5896

Amount 5896.56

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.

Quantity3.84

Rate13459

Amount 51683.83

IV th Year

Quantity1

Rate80000

Amount 80000

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

Quantity9.2

Rate5726

Amount 52681.68

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

600 mm x 450 mm rectangular

Quantity2

Rate3996

Amount 7993.5

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 .

Quantity358.59

Rate6031

Amount 2162681.39

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

Quantity30

Rate967

Amount 29037.9

II nd Year

Quantity1

Rate59000

Amount 59000

Kilometre stone

Quantity-

Rate-

Amount -

ii) Km stone

Quantity2

Rate2555

Amount 5110.52

Seigniorage Fee

Quantity1

Rate11338

Amount 11338.25

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity300

Rate549

Amount 164715

600 mm equilateral & triangle

Quantity14

Rate4195

Amount 58743.16

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

Rate13459

Amount 25841.91

Seigniorage Fee

Quantity1

Rate96247

Amount 96247.9

900 mm side octagon

Quantity3

Rate8441

Amount 25324.44

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

Quantity-

Rate-

Amount -

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.

Quantity348.46

Rate2513

Amount 876021.47

Seigniorage Fee

Quantity1

Rate6601

Amount 6601.05

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

18 % GST

Quantity1

Rate959604

Amount 959604.12

Kilometre stone

Quantity-

Rate-

Amount -

1% LABOUR CESS

Quantity1

Rate47333

Amount 47333.24

L102-PWD KAWAKOL To TARAUN (TRACK75)

Quantity-

Rate-

Amount -

18 % GST

Quantity1

Rate951675

Amount 951675.44

III rd Year

Quantity1

Rate136300

Amount 136300

VII th Year

Quantity1

Rate130500

Amount 130500

Seigniorage Fee

Quantity1

Rate7517

Amount 7517.71

18 % GST

Quantity1

Rate447982

Amount 447982.98

iii) 200 m stone

Quantity7

Rate727

Amount 5092.99

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

Quantity20.64

Rate128

Amount 2661.12

iii) 200 m stone

Quantity5

Rate727

Amount 3637.85

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

Quantity454.4

Rate183

Amount 83382.4

Hume Pipe Culverts

Quantity-

Rate-

Amount -

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 %

Quantity502.2

Rate162

Amount 81823.45

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

Quantity31.04

Rate183

Amount 5694.29

IV th Year

Quantity1

Rate405600

Amount 405600

Seigniorage Fee

Quantity1

Rate137780

Amount 137780.48

(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

Rate10651

Amount 42605.48

1% LABOUR CESS

Quantity1

Rate50603

Amount 50603.97

Parapet Repair

Quantity-

Rate-

Amount -

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

Quantity3825

Rate19

Amount 72751.5

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity290

Rate549

Amount 159224.5

18 % GST

Quantity1

Rate779939

Amount 779939.51

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

Quantity82.56

Rate128

Amount 10644.46

ii) Km stone

Quantity2

Rate2555

Amount 5110.52

VI th Year

Quantity1

Rate65400

Amount 65400

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

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity200

Rate549

Amount 109810

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.

Quantity65.81

Rate12362

Amount 813605.74

I st Year

Quantity1

Rate463700

Amount 463700

600 mm x 450 mm rectangular

Quantity2

Rate3996

Amount 7993.5

600 mm circular

Quantity6

Rate4140

Amount 24842.88

Kilometre stone

Quantity-

Rate-

Amount -

I st Year

Quantity1

Rate167600

Amount 167600

600 mm x 450 mm rectangular

Quantity5

Rate3996

Amount 19983.75

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.

Quantity247.71

Rate55

Amount 13705.79

At Edge For Old CC Portion

Quantity20

Rate755

Amount 15102.4

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

Quantity97.92

Rate128

Amount 12624.83

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

Quantity454.4

Rate128

Amount 58603.97

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 -

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 -

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.

Quantity3529.37

Rate55

Amount 195280.04

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

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate181229

Amount 181229

Hume Pipe Culverts

Quantity-

Rate-

Amount -

At Edge For Old CC Portion

Quantity120

Rate755

Amount 90614.4

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity130

Rate549

Amount 71376.5

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 .

Quantity181.69

Rate6031

Amount 1095785.11

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.

Quantity1649.34

Rate55

Amount 91257.98

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 -

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

Quantity115.2

Rate183

Amount 21133.44

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

Quantity-

Rate-

Amount -

1% LABOUR CESS

Quantity1

Rate41981

Amount 41981.86

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

Rate648

Amount 5186.56

At Edge For BT Portion

Quantity500

Rate644

Amount 322020

(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

Rate10651

Amount 42605.48

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

Quantity-

Rate-

Amount -

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.

Quantity30.69

Rate302

Amount 9282.8

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

Quantity16.12

Rate6190

Amount 99786.02

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

Quantity21.44

Rate128

Amount 2764.26

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

Rate6190

Amount 23770.37

600 mm circular

Quantity3

Rate4140

Amount 12421.44

III rd Year

Quantity1

Rate52300

Amount 52300

Kilometre stone

Quantity-

Rate-

Amount -

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

Quantity20.64

Rate128

Amount 2661.12

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.

Quantity109.46

Rate2513

Amount 275180.25

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

Quantity0.47

Rate73248

Amount 34426.91

(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

Rate10651

Amount 42605.48

(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

Rate10651

Amount 42605.48

At Edge For BT Portion

Quantity190

Rate644

Amount 122367.6

Seigniorage Fee

Quantity1

Rate6097

Amount 6097.93

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 -

iii) 200 m stone

Quantity6

Rate727

Amount 4365.42

1% LABOUR CESS

Quantity1

Rate43920

Amount 43920.1

ii) Km stone

Quantity3

Rate2555

Amount 7665.78

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.

Quantity86.07

Rate12362

Amount 1064079.11

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 -

Dismantling

Quantity-

Rate-

Amount -

Seigniorage Fee

Quantity1

Rate37830

Amount 37830.24

(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

Rate10651

Amount 42605.48

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 %

Quantity2187

Rate162

Amount 356327.91

600 mm circular

Quantity1

Rate4140

Amount 4140.48

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.

Quantity3060

Rate19

Amount 58201.2

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.

Quantity101.78

Rate2513

Amount 255872.88

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 -

IV th Year

Quantity1

Rate149700

Amount 149700

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.

Quantity18.58

Rate4074

Amount 75708.48

Gopalpur Village Pakki Road To Gadimanjhila

Quantity-

Rate-

Amount -

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.

Quantity61.57

Rate4074

Amount 250881.13

1% LABOUR CESS

Quantity1

Rate25329

Amount 25329.77

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 -

600 mm circular

Quantity3

Rate4140

Amount 12421.44

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.

Quantity86.07

Rate12362

Amount 1064079.11

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

Quantity25

Rate1221

Amount 30549

III rd Year

Quantity1

Rate178100

Amount 178100

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.

Quantity75.88

Rate4074

Amount 309190.51

600 mm x 450 mm rectangular

Quantity2

Rate3996

Amount 7993.5

At Edge For Old CC Portion

Quantity60

Rate755

Amount 45307.2

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

Quantity24

Rate1221

Amount 29327.04

1% LABOUR CESS

Quantity1

Rate37768

Amount 37768.27

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

Quantity20.64

Rate128

Amount 2661.12

Kilometre stone

Quantity-

Rate-

Amount -

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

Quantity33.74

Rate6554

Amount 221150.52

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 -

III rd Year

Quantity1

Rate219800

Amount 219800

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

Quantity31.04

Rate128

Amount 4001.99

I st Year

Quantity1

Rate124700

Amount 124700

VII th Year

Quantity1

Rate73000

Amount 73000

1% LABOUR CESS

Quantity1

Rate1596

Amount 1596

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 -

(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

Rate10651

Amount 42605.48

600 mm equilateral & triangle

Quantity18

Rate4195

Amount 75526.92

ii) Km stone

Quantity2

Rate2555

Amount 5110.52

18 % GST

Quantity1

Rate78393

Amount 78393.66

18 % GST

Quantity1

Rate856266

Amount 856266.09

1% LABOUR CESS

Quantity1

Rate11666

Amount 11666.05

(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

Rate10651

Amount 42605.48

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

Quantity-

Rate-

Amount -

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

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

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.

Quantity46.36

Rate4074

Amount 188904.48

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

Quantity57.6

Rate183

Amount 10566.72

ii) Km stone

Quantity1

Rate2555

Amount 2555.26

Water Bound Macadam Gr III : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Quantity149.18

Rate4074

Amount 607868.22

At Edge For Old CC Portion

Quantity188

Rate755

Amount 141962.56

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.

Quantity24.92

Rate2513

Amount 62648.38

Cement Concrete

Quantity1.62

Rate652

Amount 1057.11

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

Quantity28

Rate1221

Amount 34214.88

ii) Km stone

Quantity2

Rate2555

Amount 5110.52

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

Rate13459

Amount 51683.83

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

Quantity41.28

Rate128

Amount 5322.23

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.

Quantity28.81

Rate4074

Amount 117392.97

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

Rate13459

Amount 51683.83

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

II nd Year

Quantity1

Rate33300

Amount 33300

II nd Year

Quantity1

Rate189300

Amount 189300

18 % GST

Quantity1

Rate159032

Amount 159032.78

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

Quantity20.64

Rate128

Amount 2661.12

Seigniorage Fee

Quantity1

Rate75992

Amount 75992.34

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.

Quantity59.72

Rate2513

Amount 150134.89

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

Quantity41.28

Rate128

Amount 5322.23

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

Rate5726

Amount 26340.84

I st Year

Quantity1

Rate174000

Amount 174000

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)

Quantity114.38

Rate6555

Amount 749784.92

L076-PMGSY MANJHILA ROAD To AMARPUR (TRACK49)

Quantity-

Rate-

Amount -

18 % GST

Quantity1

Rate828897

Amount 828897.64

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.

Quantity738.63

Rate55

Amount 40868.4

Cement Concrete

Quantity1.62

Rate652

Amount 1057.11

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.

Quantity49.57

Rate4074

Amount 201984.37

III rd Year

Quantity1

Rate225500

Amount 225500

Seigniorage Fee

Quantity1

Rate6950

Amount 6950.25

900 mm side octagon

Quantity7

Rate8441

Amount 59092.25

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 100 m lead @ 80 %

Quantity540

Rate162

Amount 87982.2

iii) 200 m stone

Quantity4

Rate727

Amount 2910.28

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

Quantity9.21

Rate6190

Amount 57011.74

III rd Year

Quantity1

Rate217900

Amount 217900

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

Rate648

Amount 6483.2

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.

Quantity122.01

Rate4074

Amount 497157.81

Irrigation Pipe (300MM Dia)

Quantity-

Rate-

Amount -

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.

Quantity355.16

Rate55

Amount 19651

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.

Quantity830.81

Rate55

Amount 45968.72

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 - 600 mm Dia Pipe

Quantity45

Rate3027

Amount 136255.05

1% LABOUR CESS

Quantity1

Rate14421

Amount 14421

Parapet Repair

Quantity-

Rate-

Amount -

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 -

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 -

600 mm circular

Quantity17

Rate4140

Amount 70392.75

1% LABOUR CESS

Quantity1

Rate46504

Amount 46504.14

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

Rate648

Amount 6483.2

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

1% LABOUR CESS

Quantity1

Rate8909

Amount 8909

18 % GST

Quantity1

Rate1302116

Amount 1302116.22

VII th Year

Quantity1

Rate529200

Amount 529200

18 % GST

Quantity1

Rate183137

Amount 183137.6

600 mm equilateral & triangle

Quantity8

Rate4195

Amount 33567.52

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.

Quantity1092.42

Rate55

Amount 60443.6

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.

Quantity9562.5

Rate19

Amount 181878.75

At Edge For BT Portion

Quantity236

Rate644

Amount 151986.36

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

Quantity2.03

Rate73248

Amount 148694.96

At Edge For Old CC Portion

Quantity200

Rate755

Amount 151024

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.

Quantity610.58

Rate55

Amount 33783.39

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate658012

Amount 658012

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

Quantity264

Rate-

Amount 192.72

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

600 mm x 450 mm rectangular

Quantity3

Rate3996

Amount 11990.25

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.

Quantity1800

Rate19

Amount 34236

Kilometre stone

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

Quantity7.68

Rate6190

Amount 47540.74

Seigniorage Fee

Quantity1

Rate90485

Amount 90485.53

Above 600 mm to 900 mm dia Hume pipe

Quantity10

Rate339

Amount 3392

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 -

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 -

900 mm side octagon

Quantity3

Rate8441

Amount 25324.44

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

L090-PMGSY NAWADIH To GONDAR BIGHA (TRACK63)

Quantity-

Rate-

Amount -

Seigniorage Fee

Quantity1

Rate74015

Amount 74015.21

1% LABOUR CESS

Quantity1

Rate36743

Amount 36743

Hume Pipe Culverts

Quantity-

Rate-

Amount -

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

Quantity21.44

Rate128

Amount 2764.26

Kilometre stone

Quantity-

Rate-

Amount -

L079-GURIGHAT To PANSAGWA (TRACK52)

Quantity0.55

Rate73248

Amount 40286.81

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

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 -

900 mm side octagon

Quantity3

Rate8441

Amount 25324.44

Water Bound Macadam Gr III : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Quantity46.22

Rate4074

Amount 188334.02

Above 600 mm to 900 mm dia Hume pipe

Quantity5

Rate339

Amount 1696

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

Rate5726

Amount 26340.84

Hume Pipe Culverts

Quantity-

Rate-

Amount -

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.

Quantity906.88

Rate55

Amount 50177.67

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

Rate6554

Amount 221150.52

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

Rate5726

Amount 26340.84

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.

Quantity57.38

Rate12362

Amount 709386.07

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 -

IV th Year

Quantity1

Rate29200

Amount 29200

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.

Quantity2295

Rate19

Amount 43650.9

Seigniorage Fee

Quantity1

Rate45060

Amount 45060.99

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

Quantity95.52

Rate128

Amount 12319.21

Seigniorage Fee

Quantity1

Rate43877

Amount 43877.77

Seigniorage Fee

Quantity1

Rate8140

Amount 8140.35

Parapet Repair

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 .

Quantity301.64

Rate6031

Amount 1819211.95

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

Rate648

Amount 7779.84

ROH-KAWAKOL ROAD To BALRAJI (Reciend work)

Quantity-

Rate-

Amount -

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.

Quantity81.93

Rate4074

Amount 333842.63

Chandradeep Kadhar Road To Khaira

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 -

Kilometre stone

Quantity-

Rate-

Amount -

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

Rate13459

Amount 77525.74

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

Quantity12.1

Rate6190

Amount 74901.42

Dismantling

Quantity-

Rate-

Amount -

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity200

Rate549

Amount 109810

ii) Km stone

Quantity3

Rate2555

Amount 7665.78

II nd Year

Quantity1

Rate1239000

Amount 1239000

Seigniorage Fee

Quantity1

Rate57189

Amount 57189.38

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

Quantity63

Rate1221

Amount 76983.48

IV th Year

Quantity1

Rate76900

Amount 76900

I st Year

Quantity1

Rate85500

Amount 85500

Seigniorage Fee

Quantity1

Rate35202

Amount 35202.88

(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

Rate10651

Amount 42605.48

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

Quantity0.6

Rate73248

Amount 43949.25

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

I st Year

Quantity1

Rate46700

Amount 46700

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

Quantity115.2

Rate128

Amount 14852.74

IV th Year

Quantity1

Rate547800

Amount 547800

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 %

Quantity1080

Rate162

Amount 175964.4

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity300

Rate549

Amount 164715

1% LABOUR CESS

Quantity1

Rate27646

Amount 27646.85

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

Quantity3.07

Rate6190

Amount 19003.91

Seigniorage Fee

Quantity1

Rate24273

Amount 24273.04

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 1000 m lead @ 20 %

Quantity108

Rate243

Amount 26339.04

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 -

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

Rate13459

Amount 51683.83

(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

Rate10652

Amount 42608.4

600 mm equilateral & triangle

Quantity9

Rate4195

Amount 37763.46

1% LABOUR CESS

Quantity1

Rate6348

Amount 6348

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

Rate6554

Amount 221150.52

(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

Rate10651

Amount 42605.48

At Edge For BT Portion

Quantity142

Rate644

Amount 91453.68

Seigniorage Fee

Quantity1

Rate114953

Amount 114953.69

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

Quantity36

Rate648

Amount 23339.52

18 % GST

Quantity1

Rate86738

Amount 86738.9

VII th Year

Quantity1

Rate101000

Amount 101000

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity100

Rate549

Amount 54905

900 mm side octagon

Quantity5

Rate8441

Amount 42207.4

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

Rate128

Amount 19349.81

ii) Km stone

Quantity3

Rate2555

Amount 7665.78

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.

Quantity16830

Rate19

Amount 320106.6

Seigniorage Fee

Quantity1

Rate4377

Amount 4377.22

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

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

Quantity148.48

Rate183

Amount 27238.66

II nd Year

Quantity1

Rate148800

Amount 148800

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

Quantity97.92

Rate183

Amount 17963.42

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 .

Quantity548.44

Rate6031

Amount 3307680.03

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 -

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity425

Rate549

Amount 233346.25

1% LABOUR CESS

Quantity1

Rate98138

Amount 98138.96

18 % GST

Quantity1

Rate215712

Amount 215712.72

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

Rate7232

Amount 54245.25

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.

Quantity787.5

Rate19

Amount 14978.25

VI th Year

Quantity1

Rate109400

Amount 109400

ii) Km stone

Quantity3

Rate2555

Amount 7665.78

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 100 m lead @ 80 %

Quantity648

Rate162

Amount 105578.64

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

600 mm equilateral & triangle

Quantity10

Rate4195

Amount 41959.4

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.

Quantity33.75

Rate4074

Amount 137522.14

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.

Quantity61.38

Rate302

Amount 18565.61

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 -

1% LABOUR CESS

Quantity1

Rate29306

Amount 29306.46

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

Quantity-

Rate-

Amount -

Ashram RCD Road To Shivpur Tola

Quantity-

Rate-

Amount -

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.

Quantity38.25

Rate12362

Amount 472882.84

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

Quantity0.63

Rate73248

Amount 46146.71

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

Rate6554

Amount 221150.52

1% LABOUR CESS

Quantity1

Rate3529

Amount 3529

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.

Quantity82.59

Rate2513

Amount 207629.61

Seigniorage Fee

Quantity1

Rate8653

Amount 8653.44

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

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 -

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

Rate6190

Amount 23770.37

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

Rate6190

Amount 23770.37

L096-PMGSY BUKAR ROAD To BRINDABAN (TRACK69)

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 .

Quantity135.94

Rate6031

Amount 819863.66

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

Irrigation Pipe (300MM Dia)

Quantity-

Rate-

Amount -

600 mm equilateral & triangle

Quantity5

Rate4195

Amount 20979.7

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

Rate7232

Amount 54245.25

At Edge For Old CC Portion

Quantity90

Rate755

Amount 67960.8

III rd Year

Quantity1

Rate97000

Amount 97000

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 .

Quantity548.44

Rate6031

Amount 3307680.03

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

Rate7232

Amount 54245.25

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

Quantity20.64

Rate128

Amount 2661.12

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 %

Quantity33.75

Rate243

Amount 8230.95

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

Quantity22.5

Rate7232

Amount 162735.75

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 -

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

Rate648

Amount 10373.12

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

Quantity64.32

Rate128

Amount 8292.78

ii) Km stone

Quantity2

Rate2555

Amount 5110.52

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity50

Rate549

Amount 27452.5

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 100 m lead @ 80 %

Quantity356.4

Rate162

Amount 58068.25

Irrigation Pipe (300MM Dia)

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

Quantity16.7

Rate6190

Amount 103376.34

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

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

Quantity101.22

Rate6554

Amount 663451.55

Cross Drainage Works/Protection/Repair

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 -

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.

Quantity66.09

Rate4074

Amount 269298.91

600 mm circular

Quantity3

Rate4140

Amount 12421.44

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

II nd Year

Quantity1

Rate180700

Amount 180700

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 %

Quantity810

Rate162

Amount 131973.3

Kilometre stone

Quantity-

Rate-

Amount -

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 -

III rd Year

Quantity1

Rate165800

Amount 165800

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

Quantity0.88

Rate73248

Amount 64458.9

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate66451

Amount 66451

600 mm equilateral & triangle

Quantity6

Rate4195

Amount 25175.64

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.

Quantity1.92

Rate13459

Amount 25841.91

II nd Year

Quantity1

Rate26100

Amount 26100

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

I st Year

Quantity1

Rate103400

Amount 103400

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity600

Rate549

Amount 329430

600 mm x 450 mm rectangular

Quantity2

Rate3996

Amount 7993.5

Seigniorage Fee

Quantity1

Rate37525

Amount 37525.03

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate1260460

Amount 1260460

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.

Quantity283.56

Rate55

Amount 15689.37

18 % GST

Quantity1

Rate765781

Amount 765781.02

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

Quantity110

Rate1221

Amount 134415.6

Kilometre stone

Quantity-

Rate-

Amount -

Hume Pipe Culverts

Quantity-

Rate-

Amount -

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

Quantity60.8

Rate183

Amount 11153.76

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate151024

Amount 151024

IV th Year

Quantity1

Rate144400

Amount 144400

iii) 200 m stone

Quantity2

Rate727

Amount 1455.14

18 % GST

Quantity1

Rate37267

Amount 37267.65

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 -

II nd Year

Quantity1

Rate629300

Amount 629300

Seigniorage Fee

Quantity1

Rate5544

Amount 5544.31

1% LABOUR CESS

Quantity1

Rate11085

Amount 11085

At Edge For Old CC Portion

Quantity80

Rate755

Amount 60409.6

600 mm circular

Quantity4

Rate4140

Amount 16561.92

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

Above 600 mm to 900 mm dia Hume pipe

Quantity10

Rate339

Amount 3392

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 .

Quantity707.06

Rate6031

Amount 4264328.35

18 % GST

Quantity1

Rate129413

Amount 129413.11

1% LABOUR CESS

Quantity1

Rate70670

Amount 70670.61

ii) Km stone

Quantity2

Rate2555

Amount 5110.52

Seigniorage Fee

Quantity1

Rate9277

Amount 9277.51

1% LABOUR CESS

Quantity1

Rate4265

Amount 4265

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 -

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.

Quantity1035

Rate19

Amount 19685.7

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

Quantity61.92

Rate128

Amount 7983.35

Parapet Repair

Quantity-

Rate-

Amount -

(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

Rate10651

Amount 42605.48

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.

Quantity1012.5

Rate19

Amount 19257.75

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 -

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

600 mm x 450 mm rectangular

Quantity3

Rate3996

Amount 11990.25

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 -

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

Quantity9

Rate1221

Amount 10997.64

L077-PMGSY GANDHI DHAM To KAPASIYA (TRACK50)

Quantity-

Rate-

Amount -

IV th Year

Quantity1

Rate165000

Amount 165000

III rd Year

Quantity1

Rate18800

Amount 18800

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 -

Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.

Quantity95.63

Rate12362

Amount 1182268.91

18 % GST

Quantity1

Rate752939

Amount 752939.64

1% LABOUR CESS

Quantity1

Rate72984

Amount 72984.06

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate818414

Amount 818414

Parapet Repair

Quantity-

Rate-

Amount -

Seigniorage Fee

Quantity1

Rate73745

Amount 73745.81

900 mm side octagon

Quantity2

Rate8441

Amount 16882.96

18 % GST

Quantity1

Rate933254

Amount 933254.43

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 %

Quantity162

Rate243

Amount 39508.56

I st Year

Quantity1

Rate52900

Amount 52900

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

Rate648

Amount 7779.84

Parapet Repair

Quantity-

Rate-

Amount -

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.

Quantity57.38

Rate12362

Amount 709386.07

At Edge For Old CC Portion

Quantity200

Rate755

Amount 151024

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

Quantity612

Rate9805

Amount 6000941.52

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

Rate6190

Amount 76015.66

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 1000 m lead @ 20 %

Quantity89.1

Rate243

Amount 21729.71

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

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

Quantity120.64

Rate128

Amount 15554.12

III rd Year

Quantity1

Rate29200

Amount 29200

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

Rate6190

Amount 76015.66

600 mm equilateral & triangle

Quantity19

Rate4195

Amount 79722.86

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

600 mm circular

Quantity3

Rate4140

Amount 12421.44

Seigniorage Fee

Quantity1

Rate60115

Amount 60115.9

Seigniorage Fee

Quantity1

Rate4226

Amount 4226.96

L073-KAWAKOL JAMUI ROAD To GUA DHODHARA (TRACK46)

Quantity-

Rate-

Amount -

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

Rate13459

Amount 51683.83

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 %

Quantity695.25

Rate243

Amount 169557.57

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.

Quantity167.74

Rate2513

Amount 421695.01

600 mm equilateral & triangle

Quantity3

Rate4195

Amount 12587.82

1% LABOUR CESS

Quantity1

Rate5268

Amount 5268

iii) 200 m stone

Quantity29

Rate727

Amount 21103.01

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

Quantity210.88

Rate128

Amount 27188.76

Parapet Repair

Quantity-

Rate-

Amount -

L069-PMGSY BARAUN ROAD To RADHAWA (TRACK42)

Quantity-

Rate-

Amount -

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

Rate13459

Amount 25841.91

900 mm side octagon

Quantity1

Rate8441

Amount 8441.48

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

Rate6190

Amount 23770.37

VI th Year

Quantity1

Rate144500

Amount 144500

Parapet Repair

Quantity-

Rate-

Amount -

iii) 200 m stone

Quantity5

Rate727

Amount 3637.85

Hume Pipe Culverts

Quantity-

Rate-

Amount -

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 %

Quantity237.6

Rate243

Amount 57945.89

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

Rate7232

Amount 54245.25

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 -

ii) Km stone

Quantity4

Rate2555

Amount 10221.04

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity350

Rate549

Amount 192167.5

Repair of road from Chanradeep To Kadhar

Quantity-

Rate-

Amount -

At Edge For Old CC Portion

Quantity20

Rate755

Amount 15102.4

VI th Year

Quantity1

Rate65900

Amount 65900

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

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 %

Quantity415.8

Rate243

Amount 101405.3

VI th Year

Quantity1

Rate143800

Amount 143800

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.

Quantity5.74

Rate4074

Amount 23388.95

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

Quantity8

Rate1221

Amount 9775.68

1% LABOUR CESS

Quantity1

Rate40745

Amount 40745.64

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.

Quantity362.3

Rate2513

Amount 910814.95

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

Rate13459

Amount 77525.74

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

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate1582585

Amount 1582585

At Edge For Old CC Portion

Quantity52

Rate755

Amount 39266.24

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate141963

Amount 141963

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.

Quantity130

Rate967

Amount 125830.9

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 .

Quantity54.38

Rate6031

Amount 327969.59

IV th Year

Quantity1

Rate118700

Amount 118700

II nd Year

Quantity1

Rate500500

Amount 500500

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.

Quantity2868.75

Rate19

Amount 54563.63

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.

Quantity4551.75

Rate19

Amount 86574.29

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

600 mm x 450 mm rectangular

Quantity1

Rate3996

Amount 3996.75

18 % GST

Quantity1

Rate1347541

Amount 1347541.86

Seigniorage Fee

Quantity1

Rate5061

Amount 5061.76

600 mm circular

Quantity3

Rate4140

Amount 12421.44

VII th Year

Quantity1

Rate30000

Amount 30000

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

Quantity2.58

Rate73248

Amount 188981.78

II nd Year

Quantity1

Rate108900

Amount 108900

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 .

Quantity54.85

Rate6031

Amount 330804.19

Seigniorage Fee

Quantity1

Rate4755

Amount 4755.33

Parapet Repair

Quantity-

Rate-

Amount -

Irrigation Pipe (300MM Dia)

Quantity-

Rate-

Amount -

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.

Quantity30.69

Rate302

Amount 9285.26

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.

Quantity884.97

Rate55

Amount 48965.39

iii) 200 m stone

Quantity4

Rate727

Amount 2910.28

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

Rate648

Amount 12966.4

Hume Pipe Culverts

Quantity-

Rate-

Amount -

VI th Year

Quantity1

Rate99000

Amount 99000

Hume Pipe Culverts

Quantity-

Rate-

Amount -

600 mm x 450 mm rectangular

Quantity3

Rate3996

Amount 11990.25

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate1313319

Amount 1313319

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.

Quantity688.73

Rate55

Amount 38107.43

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.

Quantity1305

Rate19

Amount 24821.1

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 %

Quantity94.5

Rate243

Amount 23046.66

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.3 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity28116.3

Rate16

Amount 450985.45

I st Year

Quantity1

Rate122500

Amount 122500

IV th Year

Quantity1

Rate125100

Amount 125100

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

Quantity119.2

Rate386

Amount 46074.38

At Edge For Old CC Portion

Quantity120

Rate755

Amount 90614.4

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate1167423

Amount 1167423

Irrigation Pipe (300MM Dia)

Quantity-

Rate-

Amount -

II nd Year

Quantity1

Rate369500

Amount 369500

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

Rate13459

Amount 77525.74

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 .

Quantity191.25

Rate6031

Amount 1153442.14

Cross Drainage Works/Protection/Repair

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

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 .

Quantity132.05

Rate6031

Amount 796402.79

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)

Quantity67.48

Rate6554

Amount 442301.03

VII th Year

Quantity1

Rate105100

Amount 105100

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate6201841

Amount 6201841

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 -

1% LABOUR CESS

Quantity1

Rate91313

Amount 91313.46

iii) 200 m stone

Quantity1

Rate727

Amount 727.57

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

Quantity20.64

Rate128

Amount 2661.12

III rd Year

Quantity1

Rate110600

Amount 110600

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

Quantity62.72

Rate183

Amount 11505.98

L079-GURIGHAT To PANSAGWA (TRACK52)

Quantity-

Rate-

Amount -

Parapet Repair

Quantity-

Rate-

Amount -

600 mm x 450 mm rectangular

Quantity4

Rate3996

Amount 15987

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity470

Rate549

Amount 258053.5

Kilometre stone

Quantity-

Rate-

Amount -

L092-KAWAKOL JAMUI ROAD To BANDOGHAR (TRACK65)

Quantity-

Rate-

Amount -

At Edge For Old CC Portion

Quantity170

Rate755

Amount 128370.4

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.

Quantity3442.5

Rate19

Amount 65476.35

IV th Year

Quantity1

Rate95700

Amount 95700

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

Rate6190

Amount 23770.37

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate1260460

Amount 1260460

IV th Year

Quantity1

Rate261800

Amount 261800

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

Rate648

Amount 3889.92

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

ii) Km stone

Quantity2

Rate2555

Amount 5110.52

600 mm equilateral & triangle

Quantity8

Rate4195

Amount 33567.52

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

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 %

Quantity1663.2

Rate162

Amount 270985.18

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

Quantity15

Rate7232

Amount 108490.5

Dismantling

Quantity-

Rate-

Amount -

VII th Year

Quantity1

Rate110200

Amount 110200

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.

Quantity688.5

Rate55

Amount 38094.71

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

Quantity9

Rate4195

Amount 37763.46

900 mm side octagon

Quantity2

Rate8441

Amount 16882.96

I st Year

Quantity1

Rate141300

Amount 141300

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 .

Quantity161.72

Rate6031

Amount 975344.64

Seigniorage Fee

Quantity1

Rate68875

Amount 68875.37

600 mm equilateral & triangle

Quantity7

Rate4195

Amount 29371.58

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 -

18 % GST

Quantity1

Rate98980

Amount 98980.77

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.

Quantity3633.75

Rate19

Amount 69113.93

1% LABOUR CESS

Quantity1

Rate52050

Amount 52050.68

18 % GST

Quantity1

Rate4166961

Amount 4166961.18

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

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 -

Chandradip Kadhar Road To Mahapur Chhabail

Quantity-

Rate-

Amount -

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

Quantity118.58

Rate9805

Amount 1162731.45

ii) Km stone

Quantity2

Rate2555

Amount 5110.52

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

Rate7232

Amount 54245.25

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

Quantity30

Rate967

Amount 29037.9

Kilometre stone

Quantity-

Rate-

Amount -

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

Rate13459

Amount 25841.91

Dismantling

Quantity-

Rate-

Amount -

At Edge For Old CC Portion

Quantity140

Rate755

Amount 105716.8

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

Quantity4.6

Rate5726

Amount 26340.84

18 % GST

Quantity1

Rate1185916

Amount 1185916.84

Kilometre stone

Quantity-

Rate-

Amount -

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate90614

Amount 90614

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

Quantity285.12

Rate183

Amount 52305.26

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 nd Year

Quantity1

Rate112000

Amount 112000

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 -

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity470

Rate549

Amount 258053.5

iii) 200 m stone

Quantity4

Rate727

Amount 2910.28

18 % GST

Quantity1

Rate29294

Amount 29294.26

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

IV th Year

Quantity1

Rate113600

Amount 113600

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

Quantity29.17

Rate6190

Amount 180568.13

600 mm circular

Quantity2

Rate4140

Amount 8280.96

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

Rate13459

Amount 25841.91

III rd Year

Quantity1

Rate157600

Amount 157600

900 mm side octagon

Quantity2

Rate8441

Amount 16882.96

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

Quantity137.92

Rate183

Amount 25301.42

At Edge For BT Portion

Quantity60

Rate644

Amount 38642.4

1% LABOUR CESS

Quantity1

Rate71316

Amount 71316

18 % GST

Quantity1

Rate121916

Amount 121916.8

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 -

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.

Quantity13.44

Rate13459

Amount 180899.44

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 -

(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

Rate10651

Amount 42605.48

IV th Year

Quantity1

Rate201800

Amount 201800

II nd Year

Quantity1

Rate70800

Amount 70800

Seigniorage Fee

Quantity1

Rate8331

Amount 8331.74

VI th Year

Quantity1

Rate59300

Amount 59300

VI th Year

Quantity1

Rate907900

Amount 907900

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity225

Rate549

Amount 123536.25

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

At Edge For Old CC Portion

Quantity230

Rate755

Amount 173677.6

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

Rate648

Amount 10373.12

1% LABOUR CESS

Quantity1

Rate4398

Amount 4398

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

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.

Quantity1305

Rate19

Amount 24821.1

Seigniorage Fee

Quantity1

Rate8075

Amount 8075.19

18 % GST

Quantity1

Rate57264

Amount 57264.74

Irrigation Pipe (300MM Dia)

Quantity-

Rate-

Amount -

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

Rate648

Amount 3889.92

At Edge For Old CC Portion

Quantity20

Rate755

Amount 15102.4

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

600 mm equilateral & triangle

Quantity12

Rate4195

Amount 50351.28

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.

Quantity450

Rate55

Amount 24898.5

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

Quantity18

Rate648

Amount 11669.76

L051-KHARSARI ROAD To SANTHE (TRACK31)

Quantity-

Rate-

Amount -

Seigniorage Fee

Quantity1

Rate53110

Amount 53110.39

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

Quantity14

Rate648

Amount 9076.48

II nd Year

Quantity1

Rate152100

Amount 152100

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

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

Quantity225.75

Rate95

Amount 21665.23

600 mm circular

Quantity4

Rate4140

Amount 16561.92

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

Rate648

Amount 11669.76

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

Quantity8

Rate648

Amount 5186.56

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.

Quantity12240

Rate19

Amount 232804.8

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

Rate6554

Amount 221150.52

L081-KACHNA KAWAKOL PWD ROAD To HAHAPUR (TRACK54)

Quantity-

Rate-

Amount -

iii) 200 m stone

Quantity20

Rate727

Amount 14551.4

Kilometre stone

Quantity-

Rate-

Amount -

VI th Year

Quantity1

Rate123100

Amount 123100

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

Rate7232

Amount 54245.25

Above 600 mm to 900 mm dia Hume pipe

Quantity5

Rate339

Amount 1696

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

Rate5726

Amount 26340.84

II nd Year

Quantity1

Rate139300

Amount 139300

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

Rate648

Amount 3889.92

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.

Quantity420.75

Rate12362

Amount 5201711.21

VII th Year

Quantity1

Rate90900

Amount 90900

IV th Year

Quantity1

Rate1342700

Amount 1342700

ii) Km stone

Quantity2

Rate2555

Amount 5110.52

600 mm equilateral & triangle

Quantity6

Rate4195

Amount 25175.64

VII th Year

Quantity1

Rate138400

Amount 138400

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.

Quantity2965.4

Rate2514

Amount 7455074.91

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

Quantity0.4

Rate73248

Amount 29299.5

iii) 200 m stone

Quantity6

Rate727

Amount 4365.42

Irrigation Pipe (300MM Dia)

Quantity-

Rate-

Amount -

1% LABOUR CESS

Quantity1

Rate57641

Amount 57641.76

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.

Quantity4349.48

Rate55

Amount 240656.73

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 %

Quantity864

Rate162

Amount 140771.52

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

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

Quantity13.8

Rate5726

Amount 79022.53

At Edge For Old CC Portion

Quantity40

Rate755

Amount 30204.8

VII th Year

Quantity1

Rate107900

Amount 107900

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.

Quantity10950

Rate19

Amount 208378.5

VII th Year

Quantity1

Rate65600

Amount 65600

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

Quantity10

Rate7128

Amount 71283.9

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

Quantity66.94

Rate9805

Amount 656377.49

1% LABOUR CESS

Quantity1

Rate10721

Amount 10721

At Edge For Old CC Portion

Quantity188

Rate755

Amount 141962.56

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 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 -

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

Quantity89.4

Rate386

Amount 34555.78

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

Quantity26.56

Rate183

Amount 4872.43

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity160

Rate549

Amount 87848

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

600 mm x 450 mm rectangular

Quantity11

Rate3997

Amount 43967.11

600 mm x 450 mm rectangular

Quantity5

Rate3996

Amount 19983.75

900 mm side octagon

Quantity2

Rate8441

Amount 16882.96

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 .

Quantity246.8

Rate6031

Amount 1488468.08

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate1041328

Amount 1041328

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

Quantity20.64

Rate128

Amount 2661.12

600 mm x 450 mm rectangular

Quantity2

Rate3996

Amount 7993.5

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.

Quantity200.43

Rate2513

Amount 503877.01

II nd Year

Quantity1

Rate94700

Amount 94700

II nd Year

Quantity1

Rate119500

Amount 119500

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

Quantity24

Rate648

Amount 15559.68

600 mm circular

Quantity3

Rate4140

Amount 12421.44

600 mm circular

Quantity7

Rate4140

Amount 28983.36

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

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

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 %

Quantity202.5

Rate243

Amount 49385.7

1% LABOUR CESS

Quantity1

Rate10757

Amount 10757

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 -

I st Year

Quantity1

Rate344200

Amount 344200

900 mm side octagon

Quantity2

Rate8441

Amount 16882.96

Construction of Road from Rupow Kawakol PWD Road To Village Baindelikala

Quantity-

Rate-

Amount -

I st Year

Quantity1

Rate60400

Amount 60400

JAMUI ROAD To MAHULIYATAND

Quantity-

Rate-

Amount -

1% LABOUR CESS

Quantity1

Rate6636

Amount 6636

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

(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

Rate10651

Amount 42605.48

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

Quantity57.6

Rate128

Amount 7426.37

IV th Year

Quantity1

Rate142700

Amount 142700

Hume Pipe Culverts

Quantity-

Rate-

Amount -

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.

Quantity50.63

Rate4074

Amount 206303.58

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Quantity200

Rate549

Amount 109810

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

Quantity3.07

Rate6190

Amount 19003.91

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate860527

Amount 860527

At Edge For Old CC Portion

Quantity-

Rate-

Amount -

At Edge For BT Portion

Quantity238

Rate644

Amount 153281.52

iii) 200 m stone

Quantity2

Rate727

Amount 1455.14

III rd Year

Quantity1

Rate449300

Amount 449300

600 mm x 450 mm rectangular

Quantity6

Rate3996

Amount 23980.5

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

Quantity220

Rate-

Amount 160.6

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

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

Above 600 mm to 900 mm dia Hume pipe

Quantity10

Rate339

Amount 3392

ii) Km stone

Quantity2

Rate2555

Amount 5110.52

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate592773

Amount 592773

Seigniorage Fee

Quantity1

Rate44987

Amount 44987.39

Irrigation Pipe (300MM Dia)

Quantity-

Rate-

Amount -

600 mm circular

Quantity1

Rate4140

Amount 4140.48

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 -

Cross Drainage Works/Protection/Repair

Quantity-

Rate-

Amount -

1% LABOUR CESS

Quantity1

Rate9033

Amount 9033

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.

Quantity75.1

Rate2513

Amount 188799.9

18 % GST

Quantity1

Rate1678678

Amount 1678678.13

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.

Quantity28116.3

Rate55

Amount 1555674.88

I st Year

Quantity1

Rate106900

Amount 106900

ii) Km stone

Quantity5

Rate2555

Amount 12776.3

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

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

Rate5726

Amount 26340.84

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 .

Quantity109.69

Rate6031

Amount 661548.07

III rd Year

Quantity1

Rate29200

Amount 29200

Cross Drainage Works/Protection/Repair

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

VI th Year

Quantity1

Rate75100

Amount 75100

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.

Quantity2715.75

Rate19

Amount 51653.57

I st Year

Quantity1

Rate589000

Amount 589000

600 mm equilateral & triangle

Quantity9

Rate4195

Amount 37763.46

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate90614

Amount 90614

Seigniorage Fee

Quantity1

Rate3311

Amount 3311.12

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 .

Quantity191.25

Rate6031

Amount 1153442.14

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

Potential Partner

Select Your Requirements

Help me get relevant partners for joint bidding

Help me get relevant material suppliers

Help me get project financing

Disclaimer: BidAssist has made every reasonable effort to ensure that the information is accurate and authentic however it cannot be held liable for any third-party claims or losses of any damages. BidAssist makes no warranty, expressed or implied, as to the results obtained from the use of the information. If you think you may have noticed any error or omission, please let us know by contacting contact@bidassist.com.