Rural Management And Development Department Tender

Take tender evaluation notes for Sikkim Rural Management And Development Department Tender

Rural Management And Development Department Tender

Works

Road Construction

Eprocure

North District, Sikkim

Opening Date14 Mar 2025

Closing Date20 Mar 2025

Tender Amount₹ 19,25,60,080

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Costs

EMD
₹ 48,14,002
Document Cost
₹ 3,00,000
Tender Fee
Refer Documents

Summary

Repair And Maintenance Of Rural Connectivity Roads Including Initial Rectification, Periodic Renewal, Emergency Maintenance And 5 Year

Description

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Contact

Tender Id
2025_CESDA_139909_1
Tender No
182/RDD/209/PMGSY
Tender Authority
Rural Management And Development Department View
Purchaser Address
-
Website
http://pmgsytenders.gov.in

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Documents

Tender Notice-1786.6 kBTendernotice_1.pdf

NIT

BOQ-11.8 MBBOQ_218445.xls

BOQ

Corrigendum-1209.6 kBCorrigendumDLP.pdf

Document-23.1 MBbiddingdocument.pd...biddingdocument.pdf

SBD

Document-188.9 kBTender_Detail_2025...Tender_Detail_2025_CESDA_139909_1.html

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BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonry In cement mortar 1:4

Quantity417.08

Rate4039

Amount 1684757.12

Carriage of Stock Materials:

Quantity-

Rate-

Amount -

Loading/ Unloading

Quantity28.42

Rate296

Amount 8419.71

Haulage

Quantity852.73

Rate4

Amount 3538.83

Carriage of Non- Stock Materials:mechanical means

Quantity-

Rate-

Amount -

Loading/ Unloading

Quantity78.41

Rate30

Amount 2424.44

Haulage

Quantity5645.65

Rate4

Amount 23429.45

Carriage of Non- Stock Materials:mechanical means

Quantity-

Rate-

Amount -

Loading/ Unloading

Quantity459.21

Rate51

Amount 23548.29

Haulage

Quantity40410.47

Rate4

Amount 167703.45

Land Slide Clearance in soil (Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side)

Quantity612.27

Rate39

Amount 24331.61

Throwing of spoils from slip clerance lead-5 km

Quantity-

Rate-

Amount -

Loading/ Unloading

Quantity714.32

Rate85

Amount 61060.07

Haulage

Quantity7143.15

Rate4

Amount 29644.07

Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)

Quantity-

Rate-

Amount -

Ordinary Kilometer Stone (Precast)

Quantity3

Rate2464

Amount 7394.01

200 m stone (precast)

Quantity14

Rate565

Amount 7917.42

B (i) COST ESTIMATE FOR POST RENEWAL WORK

Quantity-

Rate-

Amount -

Hill side drain clearance( Removal of earth from chocked hill side drain and disposing it on valley side manually)

Quantity280

Rate500

Amount 140000

Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903

Quantity5200

Rate51

Amount 267384

Scarifying existing granular surface to a depth of 50 mm and disposal of scarifiedmaterial with a lift upto 3 m and leads upto 1000 m as per Technical SpecificationClause 301.4.

Quantity9880

Rate31

Amount 307070.4

Water Bound Macadam (GRADE 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.

Quantity97.45

Rate2221

Amount 216459.96

Prime coat (MEDIUM POROSITY) (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.)

Quantity11812.5

Rate56

Amount 665634.38

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity11812.5

Rate15

Amount 180258.75

Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % 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)

Quantity354.38

Rate10210

Amount 3618480.6

Consumption of Cements/steel/Bitumen Emulsion

Quantity-

Rate-

Amount -

Loading & unloading

Quantity53.98

Rate314

Amount 16976.61

Haulage

Quantity6477.98

Rate4

Amount 26883.62

Carriage of stone /stone dust:

Quantity-

Rate-

Amount -

Loading & unloading

Quantity149.1

Rate162

Amount 24154.2

Haulage

Quantity19681.64

Rate4

Amount 81678.81

Carriage of stone dust

Quantity-

Rate-

Amount -

Loading & unloading

Quantity525.89

Rate162

Amount 85194.18

Haulage

Quantity69417.81

Rate4

Amount 288083.91

UPPER SYARI TO MIDDLE SYARI

Quantity-

Rate-

Amount -

Slip clearance i/c breaking, removing and throwing of spoils of mixed slip with boulders within a lead of 30m and lift of 1.5m complete

Quantity36

Rate39

Amount 1430.64

Throwing of spoils obtained from slip clearance

Quantity-

Rate-

Amount -

Within 5Km radius

Quantity-

Rate-

Amount -

Loading&Unloading

Quantity36

Rate85

Amount 3077.28

Haulage

Quantity324

Rate4

Amount 1344.6

Dismantling of Structures (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 metres)

Quantity-

Rate-

Amount -

RD 800 to 900

Quantity-

Rate-

Amount -

(B/W)

Quantity119.34

Rate461

Amount 55092.12

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

Quantity-

Rate-

Amount -

RD 800 to 900

Quantity-

Rate-

Amount -

B/W

Quantity48.17

Rate469

Amount 22604.25

RD 2000 to 2100

Quantity-

Rate-

Amount -

B/W

Quantity92.29

Rate469

Amount 43308.01

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

Quantity-

Rate-

Amount -

RD 800 to 900

Quantity-

Rate-

Amount -

B/W

Quantity130.13

Rate2125

Amount 276634.26

RD 2000 to 2100

Quantity-

Rate-

Amount -

B/W

Quantity249.84

Rate2125

Amount 531117.37

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (Granular material)

Quantity-

Rate-

Amount -

RD 800 to 900

Quantity-

Rate-

Amount -

B/W

Quantity22.63

Rate1356

Amount 30690.81

RD 2000 to 2100

Quantity-

Rate-

Amount -

B/W

Quantity43.44

Rate1356

Amount 58926.36

Carriage of stock material

Quantity-

Rate-

Amount -

Boulder Apron (GI Wire)

Quantity-

Rate-

Amount -

Lead=40Km

Quantity-

Rate-

Amount -

Loading&Unloading

Quantity3.71

Rate296

Amount 1099.12

Haulage

Quantity148.56

Rate4

Amount 616.52

Carriage of Non stock material

Quantity-

Rate-

Amount -

Lead=40Km

Quantity-

Rate-

Amount -

Stone

Quantity-

Rate-

Amount -

Apron Wall (Loading&Unloading)

Quantity436.12

Rate162

Amount 70651.44

Back Filling (Haulage)

Quantity38378.61

Rate4

Amount 159271.23

B).POST REHABILITATION

Quantity-

Rate-

Amount -

Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)

Quantity136

Rate500

Amount 68000

Maintainace of Earthern Shoulder (filling with fresh soil)(Making up loss ofmaterials/irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment)

Quantity9990

Rate51

Amount 513685.8

Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.

Quantity12654

Rate31

Amount 393286.32

Water Bound Macadam (GRADE 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.

Quantity159.47

Rate2221

Amount 354207.2

Prime coat (MEDIUM POROSITY) (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.)

Quantity14568.75

Rate56

Amount 820949.06

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity14568.75

Rate15

Amount 222319.13

Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % 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)

Quantity437.06

Rate10210

Amount 4462792.74

Consumption of Cements/steel/Bitumen Emulsion

Quantity-

Rate-

Amount -

Carriage of Stock Material

Quantity-

Rate-

Amount -

Lead=120 Km

Quantity-

Rate-

Amount -

Item

Quantity-

Rate-

Amount -

Consumption of Cements/steel/Bitumen Emulsion

Quantity-

Rate-

Amount -

Prime coat

Quantity-

Rate-

Amount -

Tack Coat (Loading&Unloading)

Quantity66.58

Rate314

Amount 20938.08

Premix (Haulage)

Quantity7989.5

Rate4

Amount 33156.43

Carriage of Non Stock Material

Quantity-

Rate-

Amount -

Lead=40Km

Quantity-

Rate-

Amount -

WBM III

Quantity-

Rate-

Amount -

Loading&Unloading

Quantity243.99

Rate162

Amount 39526.38

Haulage

Quantity21470.87

Rate4

Amount 89104.11

Stone Dust

Quantity-

Rate-

Amount -

Lead=40Km

Quantity-

Rate-

Amount -

Loading&Unloading

Quantity221.55

Rate162

Amount 35891.1

Haulage

Quantity19496.4

Rate4

Amount 80910.06

SPWD ROAD TO REY MONASTERY

Quantity-

Rate-

Amount -

Slip clearance i/c breaking, removing and throwing of spoils of mixed slip with boulders within a lead of 30m and lift of 1.5m complete

Quantity26.43

Rate39

Amount 1050.33

Throwing of spoils obtained from slip clearence work

Quantity-

Rate-

Amount -

Loading/ Unloading

Quantity26.43

Rate85

Amount 2259.24

Haulage (within 5km radius)

Quantity237.87

Rate4

Amount 987.16

Dismantling of Structures (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 metres) Technical Specification Clause 202.

Quantity90.05

Rate461

Amount 41570.68

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

Quantity67.28

Rate469

Amount 31571.81

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry In cement mortar 1:4

Quantity166.74

Rate4039

Amount 673531.22

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (Granular material)

Quantity32.57

Rate1356

Amount 44181.21

Carriage of Stock Material

Quantity-

Rate-

Amount -

Lead=30 Km

Quantity-

Rate-

Amount -

Item

Quantity-

Rate-

Amount -

Cement

Quantity-

Rate-

Amount -

Loading&Unloading

Quantity11.64

Rate296

Amount 3448.47

Haulage

Quantity349.26

Rate4

Amount 1449.43

Carriage of Non Stock Material

Quantity-

Rate-

Amount -

Lead=60 Km

Quantity-

Rate-

Amount -

Item

Quantity-

Rate-

Amount -

Sand

Quantity-

Rate-

Amount -

Loading&Unloading

Quantity31.35

Rate85

Amount 2679.8

Haulage

Quantity3385.47

Rate4

Amount 14049.7

Stone

Quantity-

Rate-

Amount -

Loading&Unloading

Quantity183.58

Rate162

Amount 29739.96

Haulage

Quantity24232.51

Rate4

Amount 100564.92

Back Filling

Quantity-

Rate-

Amount -

Loading&Unloading

Quantity27.69

Rate162

Amount 4485.78

Haulage

Quantity3654.47

Rate4

Amount 15166.05

POST RENEWAL

Quantity-

Rate-

Amount -

Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)

Quantity62

Rate500

Amount 31000

Maintainace of Earthern Shoulder (Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903)

Quantity3645

Rate51

Amount 187425.9

Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.

Quantity4617

Rate31

Amount 143496.36

Water Bound Macadam (GRADE 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.

Quantity124.03

Rate2221

Amount 275494.49

Prime coat (MEDIUM POROSITY) (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.)

Quantity5315.63

Rate56

Amount 299535.47

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity5315.63

Rate15

Amount 81116.44

iii) Granular Surface Treated with Primer

Quantity-

Rate-

Amount -

Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % 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)

Quantity159.47

Rate10210

Amount 1628316.27

Carriage of Stock Material

Quantity-

Rate-

Amount -

Lead=120 Km

Quantity-

Rate-

Amount -

Item

Quantity-

Rate-

Amount -

Consumption of Cements/steel/Bitumen Emulsion

Quantity-

Rate-

Amount -

Prime coat

Quantity-

Rate-

Amount -

Tack Coat Loading&Unloading

Quantity24.29

Rate314

Amount 7638.72

Premix Haulage

Quantity2914.8

Rate4

Amount 12096.42

Carriage of Non Stock Material

Quantity-

Rate-

Amount -

Lead=40Km

Quantity-

Rate-

Amount -

WBM III

Quantity-

Rate-

Amount -

Loading&Unloading

Quantity189.77

Rate162

Amount 30742.74

Haulage

Quantity16699.76

Rate4

Amount 69304

Stone Dust

Quantity-

Rate-

Amount -

Lead=40Km

Quantity-

Rate-

Amount -

Loading&Unloading

Quantity80.84

Rate162

Amount 13096.08

Haulage

Quantity7113.92

Rate4

Amount 29522.77

SPWD Road to Ahalay School

Quantity-

Rate-

Amount -

A) (i) COST ESTIMATE FOR INITIAL REHABILITATION WORK(SLIP CLEARENCE)

Quantity-

Rate-

Amount -

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil Upto 3 m depth

Quantity2.28

Rate469

Amount 1069.91

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonry In cement mortar 1:4

Quantity91.83

Rate4039

Amount 370931.45

Carriage of Stock Materials:

Quantity-

Rate-

Amount -

Loading/ Unloading

Quantity6.26

Rate296

Amount 1854.59

Haulage

Quantity187.74

Rate4

Amount 779.12

Carriage of Non- Stock Materials:mechanical means

Quantity-

Rate-

Amount -

Loading/ Unloading

Quantity17.26

Rate30

Amount 533.68

Haulage

Quantity310.75

Rate4

Amount 1289.61

Carriage of Non- Stock Materials:mechanical means

Quantity-

Rate-

Amount -

Loading/ Unloading

Quantity101.1

Rate51

Amount 5184.41

Haulage

Quantity2446.69

Rate4

Amount 10153.76

B (i) COST ESTIMATE FOR POST RENEWAL WORK

Quantity-

Rate-

Amount -

Hill side drain clearance( Removal of earth from chocked hill side drain and disposing it on valley side manually)

Quantity150

Rate500

Amount 75000

Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903

Quantity750

Rate51

Amount 38565

Water Bound Macadam (GRADE 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.

Quantity168.33

Rate2221

Amount 373885.38

Prime coat (MEDIUM POROSITY) (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.)

Quantity7126.88

Rate56

Amount 401599.41

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity7126.88

Rate15

Amount 108756.11

Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % 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)

Quantity213.81

Rate10210

Amount 2183149.96

Consumption of Cements/steel/Bitumen Emulsion

Quantity-

Rate-

Amount -

Loading & unloading

Quantity32.57

Rate314

Amount 10242.61

Haulage

Quantity3908.38

Rate4

Amount 16219.78

Carriage of stone /stone dust:

Quantity-

Rate-

Amount -

Loading & unloading

Quantity257.54

Rate162

Amount 41721.48

Haulage

Quantity9632.07

Rate4

Amount 39973.09

Carriage of stone dust

Quantity-

Rate-

Amount -

Loading & unloading

Quantity317.29

Rate162

Amount 51400.98

Haulage

Quantity10470.52

Rate4

Amount 43452.66

PWD road to L/Lingdum

Quantity-

Rate-

Amount -

A) Initial Rehabilitation

Quantity-

Rate-

Amount -

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

Quantity14.35

Rate469

Amount 6733.88

Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)

Quantity1.05

Rate1076

Amount 1129.82

Stone masonry work in cement mortar in foundation complete as per drawing andtechnical specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry In cement mortar 1:4

Quantity13.67

Rate4039

Amount 55213.69

Carriage of Stock Materials

Quantity-

Rate-

Amount -

Loading/Unloading

Quantity0.93

Rate296

Amount 275.52

Haulage

Quantity18.63

Rate4

Amount 77.31

Carriage of Non- stock materials by mechanical means(Sand):

Quantity-

Rate-

Amount -

Loading/Unloading

Quantity2.57

Rate85

Amount 219.68

Haulage

Quantity141.85

Rate4

Amount 588.68

Carriage of Non- stock materials by mechanical means(Stone):

Quantity-

Rate-

Amount -

Loading/Unloading

Quantity12.48

Rate162

Amount 2021.76

Haulage

Quantity1098.17

Rate4

Amount 4557.41

Carriage of Non- stock materials by mechanical means(Stone chips):

Quantity-

Rate-

Amount -

Loading/Unloading

Quantity3.57

Rate162

Amount 578.34

Haulage

Quantity221.19

Rate4

Amount 917.94

CONSTRUCTION OF 4 m SPAN CULVERT

Quantity1

Rate1118899

Amount 1118899.7

B) Post Renewal

Quantity-

Rate-

Amount -

Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)

Quantity202

Rate500

Amount 101000

Maintainace of Earthern Shoulder (filling with fresh soil)(Making up loss ofmaterials/irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment)

Quantity3307.5

Rate51

Amount 170071.65

Water Bound Macadam (GRADE 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.

Quantity239.2

Rate2221

Amount 531303.86

Prime coat (MEDIUM POROSITY) (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.)

Quantity9100.88

Rate56

Amount 512834.59

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity9100.88

Rate15

Amount 138879.43

Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % 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)

Quantity289.41

Rate10210

Amount 2955092.49

Consumption of Cements/steel/Bitumen Emulsion

Quantity-

Rate-

Amount -

Loading/ Unloading

Quantity44.09

Rate314

Amount 13865.42

Haulage

Quantity5290.35

Rate4

Amount 21954.95

Carriage of stone /stone dust

Quantity-

Rate-

Amount -

Loading/ Unloading

Quantity365.98

Rate162

Amount 59288.76

Haulage

Quantity24154.73

Rate4

Amount 100242.13

Carriage of stone dust

Quantity-

Rate-

Amount -

Loading/ Unloading

Quantity146.71

Rate162

Amount 23767.02

Haulage

Quantity12910.48

Rate4

Amount 53578.49

RESHI KUTTUTAR TO AGRIGAON

Quantity-

Rate-

Amount -

INITIAL REHABILITATION (PART-A):PROTECTIVE WORKS

Quantity-

Rate-

Amount -

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

Quantity118.33

Rate469

Amount 55526.36

Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)

Quantity11.99

Rate1076

Amount 12901.48

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

Quantity258.16

Rate2125

Amount 548804.27

Providing & laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 70% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete.

Quantity90.39

Rate4062

Amount 367200.34

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material

Quantity210.64

Rate1356

Amount 285734.01

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (V): 20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Quantity16

Rate337

Amount 5398.4

Carriage of stock material within 34km radius to work site lead= 34km CEMENT

Quantity-

Rate-

Amount -

loading & unloading

Quantity11.11

Rate296

Amount 3291.42

Carriage on Surface road

Quantity377.75

Rate4

Amount 1567.66

Carriage of sand from river within 34 km radius to work site (Sand)

Quantity-

Rate-

Amount -

lead = 34kms

Quantity-

Rate-

Amount -

loading & unloading

Quantity11.93

Rate85

Amount 1019.78

Carriage on Surface road

Quantity746.41

Rate4

Amount 3097.6

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

lead = 34kms

Quantity-

Rate-

Amount -

loading & unloading

Quantity23.86

Rate162

Amount 3865.32

Carriage on Surface road

Quantity1257.53

Rate4

Amount 5218.75

Carriage of Stone

Quantity-

Rate-

Amount -

lead = 23kms

Quantity-

Rate-

Amount -

loading & unloading

Quantity511.87

Rate162

Amount 82922.94

Carriage on Surface road

Quantity25900.56

Rate4

Amount 107487.32

TOTAL OF PROTECTIVE WORK

Quantity-

Rate-

Amount -

Slip clearance i/c breaking, removing and throwing of spoils of mixed slip with boulders within a lead of 30m and lift of 1.5m complete.

Quantity211.26

Rate39

Amount 8395.27

Throwing of spoils within 5 km radius

Quantity-

Rate-

Amount -

lead = 5kms

Quantity-

Rate-

Amount -

loading & unloading

Quantity84.5

Rate85

Amount 7223.06

haulage

Quantity777.42

Rate4

Amount 3226.29

SURFACE DRAINAGE WORKS

Quantity-

Rate-

Amount -

Providing and laying standard 'V' shaped drain with cement concrete base in 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 20mm and down) mix of 100mm thick over clean hard selected stones soling of 150mm thick and 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 40mm and down) mix plum vertical side of thickness 150mm and depth 450mm including curing, compacting, as per the direction of Engineer - in - Charge.

Quantity195

Rate1021

Amount 199264.65

Carriage of stock material lead= 34km

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity5.42

Rate296

Amount 1605.73

haulage

Quantity184.31

Rate4

Amount 764.89

Carriage of sand lead= 34km

Quantity-

Rate-

Amount -

loading & unloading

Quantity7.61

Rate85

Amount 650.08

haulage

Quantity475.77

Rate4

Amount 1974.45

Carriage of stone chips lead= 34km

Quantity-

Rate-

Amount -

loading & unloading

Quantity15.09

Rate162

Amount 2444.58

haulage

Quantity795.4

Rate4

Amount 3300.91

Carriage of non-stock material stone lead= 23km

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity27.9

Rate162

Amount 4519.8

haulage

Quantity1411.97

Rate4

Amount 5859.68

TOTAL OF DRAINAGE WORKS

Quantity-

Rate-

Amount -

TOTAL COST FOR INITIAL REHABILITATION (PART-A)

Quantity-

Rate-

Amount -

RENEWAL (PART-B):Pavement & Surfacing Work

Quantity-

Rate-

Amount -

Maintenance of Earthen shoulder (filling with fresh selected soil),Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903

Quantity2685.15

Rate51

Amount 138070.41

Maintenance of Earhen shoulder (stripping of excess soil). Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903

Quantity473.85

Rate24

Amount 11509.82

Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)

Quantity241

Rate500

Amount 120500

Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.

Quantity8617.61

Rate31

Amount 267835.32

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. By manual means. For Grading II Material

Quantity134.37

Rate2151

Amount 289143.41

LEAD -34KM

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity208.27

Rate162

Amount 33739.74

Carriage on Surface road

Quantity15578.53

Rate4

Amount 64650.9

Providing, laying, spreading and compacting stone aggregate of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with three wheel 80-100kN static roller in stages to proper grade and camber applying and brooming, crusable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405, Aggregated (0.109 cum) (A) Manual Means .(WBM-III).

Quantity280.55

Rate2221

Amount 623142.3

LEAD -34KM

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity429.24

Rate162

Amount 69536.88

Carriage on Surface road

Quantity32106.91

Rate4

Amount 133243.68

Providing and applying primer coat with bitumen emultion (SS-1) on prepared surface of granular base including cleaning or road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical Clause: 502

Quantity8617.61

Rate56

Amount 485602.32

Providing and applying tack coat with bitumen emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification Clause: 503

Quantity8617.61

Rate15

Amount 131504.73

Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness (MSS) composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 Bitumen (S-65)

Quantity8617.61

Rate236

Amount 2033755.96

Cost of Haulage for Stock materials Excluding Loading and Unloading (Bitumen/Emulsion)

Quantity-

Rate-

Amount -

LEAD -110KM

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity31.02

Rate314

Amount 9755.17

Carriage on Surface road

Quantity3412.57

Rate4

Amount 14162.17

Stone aggregates

Quantity-

Rate-

Amount -

LEAD -34KM

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity232.68

Rate162

Amount 37694.16

Carriage on Surface road

Quantity12262

Rate4

Amount 50887.3

TOTAL OF PAVEMENT WORKS

Quantity-

Rate-

Amount -

ROAD FURNITURE

Quantity-

Rate-

Amount -

Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908

Quantity3

Rate3517

Amount 10553.64

Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910

Quantity3.53

Rate1591

Amount 5619.41

Repair of RCC railing to bring it to the original shape, cleaning and repainting as per drawings and technical specification Clause 1911

Quantity16

Rate2206

Amount 35303.52

Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912

Quantity3.53

Rate916

Amount 3234.19

LOWER LINGTM TO SUBANEYDARA,

Quantity-

Rate-

Amount -

INITIAL REHABILITATION (PART-A):PROTECTIVE WORKS

Quantity121.28

Rate469

Amount 56909.51

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

Quantity11.36

Rate1076

Amount 12223.59

Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)

Quantity134.66

Rate2125

Amount 286264.27

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

Quantity73.81

Rate4062

Amount 299845.74

Providing & laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 70% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete.

Quantity48.09

Rate1356

Amount 65239.17

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material

Quantity12

Rate337

Amount 4048.8

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (V): 20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Quantity-

Rate-

Amount -

Carriage of stock material within 11 km radius to work site lead= 11km CEMENT

Quantity8.33

Rate296

Amount 2467.82

loading & unloading

Quantity91.61

Rate4

Amount 380.18

Carriage on Surface road

Quantity-

Rate-

Amount -

Carriage of sand from river within 36 km radius to work site (Sand)

Quantity-

Rate-

Amount -

lead = 36kms

Quantity9.74

Rate85

Amount 832.58

loading & unloading

Quantity645.35

Rate4

Amount 2678.2

Carriage on Surface road

Quantity-

Rate-

Amount -

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

lead = 36kms

Quantity19.49

Rate162

Amount 3157.38

loading & unloading

Quantity1087.27

Rate4

Amount 4512.17

Carriage on Surface road

Quantity-

Rate-

Amount -

Carriage of Stone

Quantity-

Rate-

Amount -

lead = 25kms

Quantity238

Rate162

Amount 38556

loading & unloading

Quantity13090.19

Rate4

Amount 54324.29

Carriage on Surface road

Quantity-

Rate-

Amount -

TOTAL OF PROTECTIVE WORK

Quantity421.17

Rate39

Amount 16737.4

Slip clearance i/c breaking, removing and throwing of spoils of mixed slip with boulders within a lead of 30m and lift of 1.5m complete.

Quantity-

Rate-

Amount -

Throwing of spoils within 5 km radius

Quantity-

Rate-

Amount -

lead = 5kms

Quantity168.47

Rate85

Amount 14400.82

loading & unloading

Quantity1549.91

Rate4

Amount 6432.13

haulage

Quantity-

Rate-

Amount -

SURFACE DRAINAGE WORKS

Quantity-

Rate-

Amount -

Providing and laying standard 'V' shaped drain with cement concrete base in 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 20mm and down) mix of 100mm thick over clean hard selected stones soling of 150mm thick and 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 40mm and down) mix plum vertical side of thickness 150mm and depth 450mm including curing, compacting, as per the direction of Engineer - in - Charge.

Quantity925

Rate1021

Amount 945229.75

Carriage of stock material lead= 11km

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity25.72

Rate296

Amount 7619.81

haulage

Quantity282.87

Rate4

Amount 1173.89

Carriage of sand lead= 36km

Quantity-

Rate-

Amount -

loading & unloading

Quantity36.08

Rate85

Amount 3084.12

haulage

Quantity2389.61

Rate4

Amount 9916.88

Carriage of stone chips lead= 36km

Quantity-

Rate-

Amount -

loading & unloading

Quantity71.6

Rate162

Amount 11598.39

haulage

Quantity3995

Rate4

Amount 16579.25

Carriage of non-stock material stone lead= 25km

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity132.37

Rate162

Amount 21443.54

haulage

Quantity7280.21

Rate4

Amount 30212.87

TOTAL OF DRAINAGE WORKS

Quantity-

Rate-

Amount -

TOTAL COST FOR INITIAL REHABILITATION (PART-A)

Quantity-

Rate-

Amount -

RENEWAL (PART-B):Pavement & Surfacing Work

Quantity-

Rate-

Amount -

Maintenance of Earthen shoulder (filling with fresh selected soil), Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903

Quantity1790.1

Rate51

Amount 92046.94

Maintenance of Earhen shoulder (stripping of excess soil). Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903

Quantity315.9

Rate24

Amount 7673.21

Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)

Quantity172

Rate500

Amount 86000

Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.

Quantity8977.5

Rate31

Amount 279020.7

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. By manual means. For Grading II Material

Quantity194.32

Rate2151

Amount 418155.26

LEAD -36KM

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity301.19

Rate162

Amount 48792.78

Carriage on Surface road

Quantity23854.19

Rate4

Amount 98994.89

Providing, laying, spreading and compacting stone aggregate of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with three wheel 80-100kN static roller in stages to proper grade and camber applying and brooming, crusable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405, Aggregated (0.109 cum) (A) Manual Means .(WBM-III).

Quantity280.61

Rate2221

Amount 623282.51

LEAD -36KM

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity429.34

Rate162

Amount 69553.08

Carriage on Surface road

Quantity34003.66

Rate4

Amount 141115.19

Providing and applying primer coat with bitumen emultion (SS-1) on prepared surface of granular base including cleaning or road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical Clause: 502

Quantity8977.5

Rate56

Amount 505882.13

Providing and applying tack coat with bitumen emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification Clause: 503

Quantity8977.5

Rate15

Amount 136996.65

Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness (MSS) composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 Bitumen (S-65)

Quantity8977.5

Rate236

Amount 2118690

Cost of Haulage for Stock materials Excluding Loading and Unloading (Bitumen/Emulsion)

Quantity-

Rate-

Amount -

LEAD -113KM

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity32.32

Rate314

Amount 10163.99

Carriage on Surface road

Quantity3652.05

Rate4

Amount 15156.01

Stone aggregates

Quantity-

Rate-

Amount -

LEAD -36KM

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity242.39

Rate162

Amount 39267.18

Carriage on Surface road

Quantity13525.5

Rate4

Amount 56130.83

TOTAL OF PAVEMENT WORKS

Quantity-

Rate-

Amount -

ROAD FURNITURE

Quantity-

Rate-

Amount -

Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908

Quantity3

Rate3517

Amount 10553.64

Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910

Quantity3

Rate1591

Amount 4775.7

Repair of RCC railing to bring it to the original shape, cleaning and repainting as per drawings and technical specification Clause 1911

Quantity14

Rate2206

Amount 30890.58

Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912

Quantity3

Rate916

Amount 2748.6

PRADHAN GAON TO ARITAR

Quantity-

Rate-

Amount -

INITIAL REHABILITATION (PART-A):PROTECTIVE WORKS

Quantity105.3

Rate469

Amount 49413.08

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

Quantity12.06

Rate1076

Amount 12976.8

Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)

Quantity108

Rate2125

Amount 229589.64

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

Quantity101.76

Rate4062

Amount 413389.82

Providing & laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 70% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete.

Quantity44.28

Rate1356

Amount 60065.82

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material

Quantity11

Rate337

Amount 3711.4

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (V): 20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Quantity-

Rate-

Amount -

Carriage of stock material within 10km radius to work site lead= 10km CEMENT

Quantity10.72

Rate296

Amount 3175.88

loading & unloading

Quantity107.23

Rate4

Amount 445

Carriage on Surface road

Quantity-

Rate-

Amount -

Carriage of sand from river within 26km radius to work site (Sand)

Quantity-

Rate-

Amount -

lead = 26kms

Quantity13.43

Rate85

Amount 1148

loading & unloading

Quantity642.6

Rate4

Amount 2666.79

Carriage on Surface road

Quantity-

Rate-

Amount -

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

lead = 26kms

Quantity26.86

Rate162

Amount 4351.32

loading & unloading

Quantity1082.64

Rate4

Amount 4492.96

Carriage on Surface road

Quantity-

Rate-

Amount -

Carriage of Stone

Quantity-

Rate-

Amount -

lead = 20kms

Quantity228.33

Rate162

Amount 36989.46

loading & unloading

Quantity10046.39

Rate4

Amount 41692.52

Carriage on Surface road

Quantity-

Rate-

Amount -

TOTAL OF PROTECTIVE WORK

Quantity211.91

Rate39

Amount 8421.3

Slip clearance i/c breaking, removing and throwing of spoils of mixed slip with boulders within a lead of 30m and lift of 1.5m complete.

Quantity-

Rate-

Amount -

Throwing of spoils within 5 km radius

Quantity-

Rate-

Amount -

lead = 5kms

Quantity84.76

Rate85

Amount 7245.28

loading & unloading

Quantity779.82

Rate4

Amount 3236.25

haulage

Quantity-

Rate-

Amount -

SURFACE DRAINAGE WORKS

Quantity689

Rate1021

Amount 704068.43

Providing and laying standard 'V' shaped drain with cement concrete base in 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 20mm and down) mix of 100mm thick over clean hard selected stones soling of 150mm thick and 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 40mm and down) mix plum vertical side of thickness 150mm and depth 450mm including curing, compacting, as per the direction of Engineer - in - Charge.

Quantity-

Rate-

Amount -

Carriage of stock material lead= 10km

Quantity19.15

Rate296

Amount 5673.38

Loading & Unloading

Quantity191.54

Rate4

Amount 794.89

haulage

Quantity-

Rate-

Amount -

Carriage of sand lead= 26km

Quantity26.87

Rate85

Amount 2296.85

loading & unloading

Quantity1285.51

Rate4

Amount 5334.87

haulage

Quantity-

Rate-

Amount -

Carriage of stone chips lead= 26km

Quantity53.33

Rate162

Amount 8639.46

loading & unloading

Quantity2149.14

Rate4

Amount 8918.93

haulage

Quantity-

Rate-

Amount -

Carriage of non-stock material stone lead= 20km

Quantity98.6

Rate162

Amount 15973.2

Loading & Unloading

Quantity4338.22

Rate4

Amount 18003.61

haulage

Quantity-

Rate-

Amount -

TOTAL OF DRAINAGE WORKS

Quantity-

Rate-

Amount -

TOTAL COST FOR INITIAL REHABILITATION (PART-A)

Quantity-

Rate-

Amount -

RENEWAL (PART-B):Pavement & Surfacing Work

Quantity1520.82

Rate51

Amount 78200.56

Maintenance of Earthen shoulder (filling with fresh selected soil), Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903

Quantity268.38

Rate24

Amount 6518.95

Maintenance of Earhen shoulder (stripping of excess soil). Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903

Quantity138

Rate500

Amount 69000

Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)

Quantity5118.75

Rate31

Amount 159090.75

Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.

Quantity63.49

Rate2151

Amount 136628.2

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. By manual means. For Grading II Material

Quantity-

Rate-

Amount -

LEAD -26KM

Quantity98.41

Rate162

Amount 15942.42

Loading & Unloading

Quantity5629.22

Rate4

Amount 23361.26

Carriage on Surface road

Quantity141.66

Rate2221

Amount 314650.94

Providing, laying, spreading and compacting stone aggregate of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with three wheel 80-100kN static roller in stages to proper grade and camber applying and brooming, crusable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405, Aggregated (0.109 cum) (A) Manual Means .(WBM-III).

Quantity-

Rate-

Amount -

LEAD -26KM

Quantity216.74

Rate162

Amount 35111.88

Loading & Unloading

Quantity12397.81

Rate4

Amount 51450.91

Carriage on Surface road

Quantity5118.75

Rate56

Amount 288441.56

Providing and applying primer coat with bitumen emultion (SS-1) on prepared surface of granular base including cleaning or road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical Clause: 502

Quantity5118.75

Rate15

Amount 78112.13

Providing and applying tack coat with bitumen emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification Clause: 503

Quantity5118.75

Rate236

Amount 1208025

Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness (MSS) composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 Bitumen (S-65)

Quantity-

Rate-

Amount -

Cost of Haulage for Stock materials Excluding Loading and Unloading (Bitumen/Emulsion)

Quantity-

Rate-

Amount -

LEAD -105KM

Quantity18.43

Rate314

Amount 5795.87

Loading & Unloading

Quantity1934.89

Rate4

Amount 8029.79

Carriage on Surface road

Quantity-

Rate-

Amount -

Stone aggregates

Quantity-

Rate-

Amount -

LEAD -26KM

Quantity138.21

Rate162

Amount 22390.02

Loading & Unloading

Quantity5569.71

Rate4

Amount 23114.3

Carriage on Surface road

Quantity-

Rate-

Amount -

TOTAL OF PAVEMENT WORKS

Quantity-

Rate-

Amount -

ROAD FURNITURE

Quantity-

Rate-

Amount -

Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908

Quantity2

Rate3517

Amount 7035.76

Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910

Quantity2

Rate1591

Amount 3183.8

Repair of RCC railing to bring it to the original shape, cleaning and repainting as per drawings and technical specification Clause 1911

Quantity3

Rate2206

Amount 6619.41

Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912

Quantity2

Rate916

Amount 1832.4

NSH to Lingdok

Quantity-

Rate-

Amount -

Restrotation of rain cuts with soil,moorum gravel or mixture of these ,clearing the loose soil,benching of 300mm width laying fresh material in layers not exceeding 250mm

Quantity547.25

Rate445

Amount 243564.56

Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)

Quantity457

Rate500

Amount 228500

PAVEMENT AND SIDE DRAIN

Quantity-

Rate-

Amount -

WBM I

Quantity-

Rate-

Amount -

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 1 as per Technical Specification Clause 404.

Quantity175.95

Rate2098

Amount 369260.99

WBM II

Quantity-

Rate-

Amount -

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 2 as per Technical Specification Clause 405.

Quantity235.24

Rate2151

Amount 506205.22

WBM III

Quantity-

Rate-

Amount -

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.

Quantity364.33

Rate2221

Amount 809241.64

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means. (low porosity)

Quantity15450

Rate45

Amount 707764.5

Tack Coat:Tack coat (Providing and applying tack coat with bitumen emulsion(RS-1) using emulsion pressure distributor at required of 0.25 to .3 kg/sqm rate on the prepared bituminous/granular surface cleaned with mechanical broom.)Granular Surface Treated with Primer

Quantity15450

Rate15

Amount 235767

Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % 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)

Quantity463.5

Rate10210

Amount 4732742.88

Carriage of Stock Materials (Lead 120 Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity66.7

Rate314

Amount 20975.82

b) Haulage ( Surface road)

Quantity8004.33

Rate4

Amount 33217.97

Carriage of Stone (Lead 40 Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity1113.41

Rate85

Amount 95174.29

b) Haulage ( Surface road)

Quantity110227.56

Rate4

Amount 457444.37

Carriage of Stone Chips (120Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity667.44

Rate85

Amount 57052.77

b) Haulage ( Surface road)

Quantity72083.52

Rate4

Amount 299146.61

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing as per drawing Clause 1701 and Annexure 1700.1

Quantity1

Rate13742

Amount 13742.19

Penlong To Thami Dara

Quantity-

Rate-

Amount -

A) (i) COST ESTIMATE FOR INITIAL REHABILITATION WORK(SLIP CLEARENCE)

Quantity-

Rate-

Amount -

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil Upto 3 m depth

Quantity15.07

Rate469

Amount 7071.75

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonry In cement mortar 1:4

Quantity361.99

Rate4039

Amount 1462226.03

Carriage of Stock Materials:

Quantity-

Rate-

Amount -

Loading/ Unloading

Quantity24.67

Rate296

Amount 7308.73

Haulage

Quantity246.69

Rate4

Amount 1023.76

Carriage of Non- Stock Materials:mechanical means

Quantity-

Rate-

Amount -

Loading/ Unloading

Quantity68.05

Rate30

Amount 2104.11

Haulage

Quantity2939.92

Rate4

Amount 12200.67

Carriage of Non- Stock Materials:mechanical means

Quantity-

Rate-

Amount -

Loading/ Unloading

Quantity398.55

Rate51

Amount 20437.64

Haulage

Quantity26304.18

Rate4

Amount 109162.35

Land Slide Clearance in soil (Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side)

Quantity604.35

Rate39

Amount 24016.87

Throwing of spoils from slip clerance lead-5 km

Quantity-

Rate-

Amount -

Loading/ Unloading

Quantity705.08

Rate85

Amount 60270.24

Haulage

Quantity7050.75

Rate4

Amount 29260.61

Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)

Quantity-

Rate-

Amount -

Ordinary Kilometer Stone (Precast)

Quantity4

Rate2464

Amount 9858.68

200 m stone (precast)

Quantity17

Rate565

Amount 9614.01

B (i) COST ESTIMATE FOR POST RENEWAL WORK

Quantity-

Rate-

Amount -

Hill side drain clearance( Removal of earth from chocked hill side drain and disposing it on valley side manually)

Quantity156

Rate500

Amount 78000

Maintenance of Earthen shoulder (filling with fresh selected soil) ,Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903

Quantity1986.63

Rate51

Amount 102152.51

Water Bound Macadam (GRADE 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.

Quantity221.48

Rate2221

Amount 491954.45

Prime coat (MEDIUM POROSITY) (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.)

Quantity13781.25

Rate56

Amount 776573.44

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity13781.25

Rate15

Amount 210301.88

Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % 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)

Quantity413.44

Rate10210

Amount 4221560.7

Consumption of Cements/steel/Bitumen Emulsion

Quantity-

Rate-

Amount -

Loading & unloading

Quantity62.98

Rate314

Amount 19805.95

Haulage

Quantity7557.64

Rate4

Amount 31364.21

Carriage of stone /stone dust:

Quantity-

Rate-

Amount -

Loading & unloading

Quantity338.87

Rate162

Amount 54896.94

Haulage

Quantity11182.75

Rate4

Amount 46408.41

Carriage of stone dust

Quantity-

Rate-

Amount -

Loading & unloading

Quantity613.54

Rate162

Amount 99393.48

Haulage

Quantity20246.86

Rate4

Amount 84024.47

Chewang to Phamtam

Quantity-

Rate-

Amount -

RESTORATION RAIN CUTS AND VEGETATION CLEARANCE

Quantity-

Rate-

Amount -

Restrotation of rain cuts with soil,moorum gravel or mixture of these ,clearing the loose soil,benching of 300mm width laying fresh material in layers not exceeding 250mm

Quantity545

Rate445

Amount 242563.15

Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)

Quantity453

Rate500

Amount 226500

Maintenance of Earthen shoulder (filling with fresh selected soil). Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903

Quantity2925

Rate51

Amount 150403.5

PAVEMENT AND SIDE DRAIN

Quantity-

Rate-

Amount -

WBM I

Quantity-

Rate-

Amount -

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 1 as per Technical Specification Clause 404.

Quantity308.31

Rate2098

Amount 647040.95

WBM II

Quantity-

Rate-

Amount -

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 2 as per Technical Specification Clause 405.

Quantity171.28

Rate2151

Amount 368578.41

WBM III

Quantity-

Rate-

Amount -

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.

Quantity375.05

Rate2221

Amount 833042.87

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means. (low porosity)

Quantity13485.94

Rate45

Amount 617790.8

Tack Coat: Tack coat (Providing and applying tack coat with bitumen emulsion(RS-1) using emulsion pressure distributor at required of 0.25 to .3 kg/sqm rate on the prepared bituminous/granular surface cleaned with mechanical broom.) Granular Surface Treated with Primer

Quantity13485.94

Rate15

Amount 205795.41

Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % 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)

Quantity404.58

Rate10210

Amount 4131098.69

Carriage of Stock Materials (Lead 120 Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity57.99

Rate314

Amount 18236.7

b) Haulage ( Surface road)

Quantity6958.36

Rate4

Amount 28877.19

Carriage of Stone (Lead 40 Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity1200.51

Rate85

Amount 102619.59

b) Haulage ( Surface road)

Quantity118850.52

Rate4

Amount 493229.66

Carriage of Stone Chips (120Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity582.59

Rate85

Amount 49800.01

b) Haulage ( Surface road)

Quantity62919.99

Rate4

Amount 261117.96

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing as per drawing Clause 1701 and Annexure 1700.1

Quantity1

Rate13742

Amount 13742.19

LOWER THEKABONG TO UPPER THEKABONG

Quantity-

Rate-

Amount -

i) PROTECTIVE WORK

Quantity-

Rate-

Amount -

Excavation work by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m.All kinds of soil.

Quantity622.44

Rate469

Amount 292353.84

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

Quantity736.56

Rate2125

Amount 1565801.34

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material

Quantity3.6

Rate1356

Amount 4883.4

Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side

Quantity82.34

Rate39

Amount 3272.19

Throwing of spoils

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity741.05

Rate85

Amount 63344.95

Haulage

Quantity7410.5

Rate4

Amount 30753.58

Carriage of stock materials to the work site within 120 km, all complete

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity7.2

Rate296

Amount 2133.07

Cost of haulage

Quantity863.98

Rate4

Amount 3585.52

Carriage of stone from river bed within 40 km radius to the work site, all complete

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity883.87

Rate162

Amount 143186.94

Cost of haulage

Quantity77780.74

Rate4

Amount 322790.07

ii) Drainage Work

Quantity-

Rate-

Amount -

Providing and Laying in position cement concrete of specified grade including compacting curing etc all complete. 1:3:6 mix. (1 cement, 3 coarse sand, 6 stone aggregate of 20mm & down size)

Quantity248.24

Rate4883

Amount 1212188.6

Cost of Haulage for Stock materials

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity54.61

Rate296

Amount 16178.76

Cost of haulage

Quantity2730.59

Rate4

Amount 11331.95

Cost of Haulage for Non-Stock materials (Sand)

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity116.67

Rate85

Amount 9972.95

Cost of haulage

Quantity9660.31

Rate4

Amount 40090.29

Cost of Haulage for Non-Stock materials (Stone Chips)

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity233.34

Rate162

Amount 37801.08

Cost of haulage

Quantity14467.14

Rate4

Amount 60038.63

B) POST RENEWAL

Quantity-

Rate-

Amount -

ii) Pavement & Surfacing Work

Quantity-

Rate-

Amount -

Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.

Quantity972.56

Rate31

Amount 30227.24

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. By manual means. For Grading II Material

Quantity291.77

Rate2151

Amount 627854.26

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. By manual means. For Grading III Material

Quantity641.89

Rate2221

Amount 1425749.59

Providing and applying primer coat with bitumen emultion (SS-1) on prepared surface of granular base including cleaning or road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical Clause: 502 Low porosity

Quantity19451.25

Rate45

Amount 891061.76

Providing and applying tack coat with bitumen emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification Clause: 503

Quantity19451.25

Rate15

Amount 296826.08

Providing and laying semi dense bituminous concrete with 40-60 TPH 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

Quantity486.28

Rate10210

Amount 4965359.49

Cost of Haulage for Stock materials Excluding Loading and Unloading (Bitumen/Emulsion)

Quantity-

Rate-

Amount -

LEAD -120KM

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity67.59

Rate314

Amount 21255.7

Carriage on Surface road

Quantity8111.18

Rate4

Amount 33661.4

Carriage of stone /stone dust :

Quantity-

Rate-

Amount -

LEAD -40KM

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity1428.5

Rate162

Amount 231417

Carriage on Surface road

Quantity125707.98

Rate4

Amount 521688.12

Carriage of stone chips

Quantity-

Rate-

Amount -

LEAD -40 KM

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity721.64

Rate162

Amount 116905.68

Carriage on Surface road

Quantity63504.44

Rate4

Amount 263543.43

iii) Road Furniture

Quantity-

Rate-

Amount -

Providing and fixing 'Logo' of PMGSY Project

Quantity-

Rate-

Amount -

Informatory Sign Board with Logo

Quantity1

Rate13742

Amount 13742.19

Citizen Informatory Board

Quantity1

Rate13742

Amount 13742.19

Maintenance board

Quantity1

Rate13742

Amount 13742.19

Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lenstype reflective sheeting vide clause 801.3, 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 withM15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cmbelow ground level as per approved drawing)

Quantity-

Rate-

Amount -

600 mm Equilateral Triangle

Quantity24

Rate4789

Amount 114948.96

Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)

Quantity-

Rate-

Amount -

Ordinary Kilometer stone (Precast)

Quantity5

Rate2464

Amount 12323.35

200M stone (Precast)

Quantity20

Rate565

Amount 11310.6

Kaluk SPWD Road to Tadong Juabari

Quantity-

Rate-

Amount -

PROTECTIVE WORK , SLIP CLEAREANCE AND RESTORATION RAIN CUTS

Quantity-

Rate-

Amount -

Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Quantity-

Rate-

Amount -

Ordinery Rock (Manual Means )

Quantity280.8

Rate469

Amount 131768.21

Stone Soiling for road works Providing & laying hand packed stone soling of specified thickness with clean hard selected stones including hammer dressing of stone for laying as per required level and camber including packing with broken stones obtained from hammer dressing to fill the voids to give uniform surface as directed by the Engineer-in-Charge all complete but excluding carriage and consolidation using:Manual means

Quantity25.6

Rate1076

Amount 27546.11

Providing and laying Random Rubble Stone Masnory in CM 1:4 with clean hard selected stone as per the direction of Enginner in Charge all complete.

Quantity227

Rate4039

Amount 916946.07

Providing weepholes in brick masonry/stone masonry,plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (V): 20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Quantity35

Rate337

Amount 11809

Backfilling behind abutment,Wing Wall and Return Wall complete as per drawings & technical specification clause andy material

Quantity15

Rate1356

Amount 20347.5

Slip clearance i/c breaking ,removing and throwing of spoils of mixed slip boulders within a lead of 30m and lift 1.5m complete.

Quantity1004.71

Rate39

Amount 39927.18

Carriage of Stock Materials (Lead 50 Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity38.2

Rate296

Amount 11317.13

b) Haulage ( Surface road) (50 KM)

Quantity1910.23

Rate4

Amount 7927.45

Carriage of Sand. (Lead 50 Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity78.54

Rate85

Amount 6713.6

b) Haulage ( Surface road) (50KM)

Quantity7225.94

Rate4

Amount 29987.65

Carriage of Stone (Lead 20 Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity228.1

Rate162

Amount 36952.2

b) Loading and unloading (spoils)

Quantity273.36

Rate106

Amount 29159.31

c) Haulage ( Surface road) (20 KM)

Quantity10036.5

Rate4

Amount 41651.48

d) Haulage of Spoils (Kacha road 5KM)

Quantity2514.95

Rate4

Amount 10437.04

Restrotation of rain cuts with soil,moorum gravel or mixture of these ,clearing the loose soil,benching of 300mm width laying fresh material in layers not exceeding 250mm

Quantity80.1

Rate445

Amount 35650.11

PAVEMENT AND SIDE DRAIN

Quantity-

Rate-

Amount -

Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.)

Quantity3840

Rate51

Amount 197452.8

Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.

Quantity10560

Rate31

Amount 328204.8

WBM GRADE- II-Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering andcompacting to the required density grading 2 as per Technical Specification

Quantity150.61

Rate2151

Amount 324094.81

Water Bound Macadam Base (Grading-III):Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) Using Screening Type-B (11.2mm Agg.)

Quantity230.34

Rate2221

Amount 511632.63

Prime coat (MEDIUM POROSITY) (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.)

Quantity10080

Rate56

Amount 568008

Tack Coat:Tack coat (Providing and applying tack coat with bitumen emulsion(RS-1) using emulsion pressure distributor at required of 0.25 to .3 kg/sqm rate on the prepared bituminous/granular surface cleaned with mechanical broom.)Granular Surface Treated with Primer

Quantity10080

Rate15

Amount 153820.8

Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % 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)

Quantity403.2

Rate10210

Amount 4117026.82

Carriage of Stock Materials (Lead 130 Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity55.85

Rate314

Amount 17563.71

b) Haulage ( Surface road)

Quantity7260.86

Rate4

Amount 30132.57

Carriage of Stone (Lead 50 Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity582.86

Rate162

Amount 94423.32

b) Haulage ( Surface road)

Quantity64114.4

Rate4

Amount 266074.76

Carriage of Stone Chips (120Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity598.35

Rate162

Amount 96932.7

b) Haulage ( Surface road)

Quantity65818.37

Rate4

Amount 273146.24

Hill Side Drain

Quantity-

Rate-

Amount -

Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)

Quantity138

Rate500

Amount 69000

Providing and laying standard 'V' shaped drain with cement concrete base in 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 20mm and down) mix of 100mm thick over clean hard selected stones soling of 150mm thick and 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 40mm and down) mix plum vertical side of thickness 150mm and depth 450mm including curing, compacting, as per the direction of Engineer - in - Charge.

Quantity819.2

Rate1021

Amount 837115.9

Carriage of Stock Materials (Lead 50 km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity1323.01

Rate296

Amount 391954.94

b) Haulage ( Surface road) (50KM)

Quantity26.46

Rate4

Amount 132.04

Carriage of Sand. (Lead 50Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity38.5

Rate4

Amount 159.78

b) Haulage ( Surface road) (50KM)

Quantity1925.12

Rate85

Amount 165252.3

Carriage of Stone (Lead 20Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity1654.78

Rate162

Amount 268074.36

b) Haulage ( Surface road) (20 KM)

Quantity82.74

Rate4

Amount 343.37

KALUK TO BOOM

Quantity-

Rate-

Amount -

Description Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical

Quantity106.5

Rate445

Amount 47399.96

PROTECTION WALL(BREAST WALL & RETAINING WALL)

Quantity-

Rate-

Amount -

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

Quantity36.75

Rate469

Amount 17245.31

Providing & laying hand packed stone soling in building works with clean hard selected stones all complete. Details for 10cum (manual means).

Quantity7.35

Rate1076

Amount 7908.75

Stone Masonry in cement mortar for substructure complete as per drawing & technical specification clauses 702,704,1202 and 1204 Crushed Rubble Masonry in cement mortar (1:4)

Quantity89.08

Rate4039

Amount 359810.45

Providing weepholes in brick masonry/stone masonry,plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (V): 20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Quantity21

Rate337

Amount 7085.4

Carraige for Stock materials including Loading and Unloading(Cement )

Quantity7.5

Rate296

Amount 2221.95

Carriage on Surface road

Quantity374.78

Rate4

Amount 1555.34

Carriage of Non-Stock Materials (Sand )

Quantity30.82

Rate85

Amount 2634.49

Carriage on Surface road

Quantity2773.8

Rate4

Amount 11511.27

Carriage of Non-Stock Materials (Stone )

Quantity80.91

Rate162

Amount 13107.42

Carriage on Surface road

Quantity3560.25

Rate4

Amount 14775.04

PAVEMENT WORK

Quantity-

Rate-

Amount -

Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.)

Quantity2625

Rate51

Amount 134977.5

Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a liftupto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.

Quantity7218.75

Rate31

Amount 224358.75

WBM GRADE- II-Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering andcompacting to the required density grading 2 as per Technical Specification Clause 405.

Quantity108.28

Rate2151

Amount 233009.34

Water Bound Macadam (GRADE 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.

Quantity162.42

Rate2221

Amount 360766.6

Prime coat (MEDIUM POROSITY) (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.)

Quantity7218.75

Rate56

Amount 406776.56

Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at required rate on the prepared bituminous/granular surface cleaned with mechanical broom.)

Quantity7218.75

Rate15

Amount 110158.13

Providing and laying semi dense bituminous concrete with 40-60 TPH 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

Quantity288.75

Rate10210

Amount 2948391.6

Carraige of Stock materials (Bitumen/Emulsion) including loading and unloading

Quantity40.5

Rate314

Amount 12736.44

Carriage on Surface road

Quantity5264.63

Rate4

Amount 21848.21

Carraige for Non-Stock materials including Loading and Unloading.(STONE)

Quantity414.18

Rate162

Amount 67097.16

Carriage on Surface road

Quantity45559.34

Rate4

Amount 189071.26

Carraige for Non-Stock materials including Loading and Unloading (STONE CHIPS)

Quantity428.51

Rate162

Amount 69417.81

Carriage on Surface road

Quantity47135.55

Rate4

Amount 195612.53

HILL SIDE DRAINGE WORK

Quantity-

Rate-

Amount -

Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)

Quantity60

Rate500

Amount 30000

Providing and laying standard 'V' shaped drain with cement concrete base in 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 20mm and down) mix of 100mm thick over clean hard selected stones soling of 150mm thick and 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 40mm and down) mix plum vertical side of thickness 150mm and depth 450mm including curing, compacting, as per the direction of Engineer - in - Charge.

Quantity350

Rate1021

Amount 357654.5

Carraige for Stock materials including Loading and Unloading

Quantity11.31

Rate296

Amount 3349.22

Carriage on unSurface gravel road

Quantity565.25

Rate4

Amount 2820.6

Carriage of Non-Stock Materials (Sand) including loading and unloading

Quantity16.45

Rate85

Amount 1406.15

Carriage on Surface road

Quantity1480.5

Rate4

Amount 6144.08

Carriage of Non-Stock Materials (Stone) including loading and unloading

Quantity35.35

Rate162

Amount 5726.7

Carriage on Surface road

Quantity1555.4

Rate4

Amount 6454.91

UPPER SAMSING TO CHANGEY TOKCHI

Quantity-

Rate-

Amount -

A) (i) Cost Estimate for Initial Rehabilitation Work

Quantity-

Rate-

Amount -

Excavation work by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m.All kinds of soil.

Quantity225.62

Rate469

Amount 105971.46

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

Quantity566.84

Rate2125

Amount 1205005.48

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material

Quantity16.2

Rate1356

Amount 21975.3

Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side

Quantity375.45

Rate39

Amount 14920.38

Throwing of spoils

Quantity-

Rate-

Amount -

Lead-6km

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity1501.81

Rate85

Amount 128374.72

Haulage

Quantity18021.7

Rate4

Amount 74790.06

Carriage of stock materials to the work site within 120 km, all complete

Quantity-

Rate-

Amount -

GI Wire

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity5.54

Rate296

Amount 1641.28

Haulage

Quantity664.91

Rate4

Amount 2759.38

Carriage of stone from river bed within 45 km radius to the work site, all complete

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity680.21

Rate162

Amount 110194.02

Haulage

Quantity59858.73

Rate4

Amount 248413.73

Providing and Laying in position cement concrete of specified grade including compacting curing etc all complete. 1:3:6 mix. (1 cement, 3 coarse sand, 6 stone aggregate of 20mm & down size)

Quantity271.35

Rate4883

Amount 1325064.46

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Cost of haulage

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity59.7

Rate296

Amount 17686.72

Haulage

Quantity2984.85

Rate4

Amount 12387.13

Cost of Haulage for Non-Stock materials Excluding Loading and Unloading (Sand)

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity127.53

Rate85

Amount 10901.26

Haulage

Quantity10559.86

Rate4

Amount 43823.42

Cost of Haulage for Non-Stock materials Excluding Loading and Unloading.

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity255.07

Rate162

Amount 41321.34

Haulage

Quantity15814.28

Rate4

Amount 65629.26

B) i)Cost Estimate for Post Renewal Work

Quantity-

Rate-

Amount -

Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.

Quantity1063.13

Rate31

Amount 33041.93

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. By manual means. For Grading II Material

Quantity318.94

Rate2151

Amount 686318.42

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. By manual means. For Grading III Material

Quantity526.25

Rate2221

Amount 1168890.71

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. Low Porosity

Quantity21262.5

Rate45

Amount 974035.13

Providing and applying tack coat with bitumen emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification Clause: 503

Quantity21262.5

Rate15

Amount 324465.75

Providing and laying semi dense bituminous concrete with 40-60 TPH 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

Quantity531.56

Rate10210

Amount 5427720.9

Consumption of Cements/steel/Bitumen Emulsion

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity73.89

Rate314

Amount 23236.04

Haulage

Quantity8866.46

Rate4

Amount 36795.81

Carriage of stone /stone dust from Rangpo:

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity1293.13

Rate162

Amount 209487.06

Haulage

Quantity113795.62

Rate4

Amount 472251.82

Carriage of stone chips from Rangpo

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity788.84

Rate162

Amount 127792.08

Haulage

Quantity69417.81

Rate4

Amount 288083.91

ROAD SIGNAGES

Quantity-

Rate-

Amount -

Providing and fixing 'Logo' of PMGSY Project

Quantity-

Rate-

Amount -

Informatory Sign Board with Logo

Quantity1

Rate13742

Amount 13742.19

Citizen Informatory Board

Quantity1

Rate13742

Amount 13742.19

Maintenance board

Quantity1

Rate13742

Amount 13742.19

Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lenstype reflective sheeting vide clause 801.3, 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 withM15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cmbelow ground level as per approved drawing)

Quantity-

Rate-

Amount -

600 cm Equilateral Triangle

Quantity32

Rate4789

Amount 153265.28

Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)

Quantity-

Rate-

Amount -

Ordinary Kilometer stone (Precast)

Quantity6

Rate2464

Amount 14788.02

200M stone (Precast)

Quantity22

Rate565

Amount 12441.66

PWD Road to Namok

Quantity-

Rate-

Amount -

A) Initial Rehabilitation

Quantity-

Rate-

Amount -

Slip clearance i/c breaking, removing and throwing of spoils of mixed slip with boulders within a lead of 30m and lift of 1.5m complete.

Quantity163.05

Rate39

Amount 6479.61

Throwing of spoils obtained from slip clearence work Lead 10 Km

Quantity-

Rate-

Amount -

Loading/ Unloading

Quantity97.83

Rate85

Amount 8362.51

Haulage

Quantity1800.07

Rate4

Amount 7470.29

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

Quantity233.1

Rate469

Amount 109384.51

Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)

Quantity9.45

Rate1076

Amount 10168.39

Stone masonry work in cement mortar in foundation complete as per drawing andtechnical specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry In cement mortar 1:4

Quantity250.2

Rate4039

Amount 1010660.38

Carriage of Stock Materials

Quantity-

Rate-

Amount -

Loading/Unloading

Quantity17.05

Rate296

Amount 5051.23

Haulage

Quantity613.84

Rate4

Amount 2547.44

Carriage of Non- stock materials by mechanical means(Sand):

Quantity-

Rate-

Amount -

Loading/Unloading

Quantity47.04

Rate85

Amount 4020.98

Haulage

Quantity2596.47

Rate4

Amount 10775.35

Carriage of Non- stock materials by mechanical means(Stone):

Quantity-

Rate-

Amount -

Loading/Unloading

Quantity219.15

Rate162

Amount 35502.3

Haulage

Quantity7213.8

Rate4

Amount 29937.27

Carriage of Non- stock materials by mechanical means(Stone chips):

Quantity-

Rate-

Amount -

Loading/Unloading

Quantity65.3

Rate162

Amount 10578.6

Haulage

Quantity1518.28

Rate4

Amount 6300.86

CONSTRUCTION OF 4 m SPAN CULVERT at RD 0.749 Km and 3.18 Km

Quantity2

Rate1118899

Amount 2237799.4

B) Post Renewal

Quantity-

Rate-

Amount -

Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)

Quantity580

Rate500

Amount 290000

Maintainace of Earthern Shoulder, Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903

Quantity10800

Rate51

Amount 555336

Water Bound Macadam (GRADE 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.

Quantity947.95

Rate2221

Amount 2105565.04

Prime coat (MEDIUM POROSITY) (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.)

Quantity15750

Rate56

Amount 887512.5

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity15750

Rate15

Amount 240345

Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % 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)

Quantity472.5

Rate10210

Amount 4824640.8

Consumption of Cements/steel/Bitumen Emulsion

Quantity-

Rate-

Amount -

Loading/ Unloading

Quantity71.98

Rate314

Amount 22636.27

Haulage

Quantity8637.3

Rate4

Amount 35844.8

Carriage of stone /stone dust

Quantity-

Rate-

Amount -

Loading/ Unloading

Quantity1450.37

Rate162

Amount 234959.94

Haulage

Quantity143586.46

Rate4

Amount 595883.81

Carriage of stone dust

Quantity-

Rate-

Amount -

Loading/ Unloading

Quantity239.52

Rate162

Amount 38802.24

Haulage

Quantity23712.48

Rate4

Amount 98406.79

Gurung gaon to Assingthang Tourist Village

Quantity-

Rate-

Amount -

SURFACE RENEWAL WORKS

Quantity-

Rate-

Amount -

Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.)

Quantity3750

Rate51

Amount 192825

Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)

Quantity120

Rate500

Amount 60000

Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.

Quantity7875

Rate31

Amount 244755

Water Bound Macadam (GRADE 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.

Quantity265.78

Rate2221

Amount 590342.56

Prime coat (MEDIUM POROSITY) (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.)

Quantity11812.5

Rate56

Amount 665634.38

Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at required rate on the prepared bituminous/granular surface cleaned with mechanical broom.)

Quantity11812.5

Rate15

Amount 180258.75

Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % 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)

Quantity354.38

Rate10210

Amount 3618531.65

Carriage of Cements/steel/Bitumen Emulsion

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity53.17

Rate314

Amount 16720.9

haulage

Quantity6380.1

Rate4

Amount 26477.42

Carriage of stone

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity406.65

Rate162

Amount 65877.3

haulage

Quantity31311.69

Rate4

Amount 129943.51

Carriage of stonechips

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity525.89

Rate162

Amount 85194.18

haulage

Quantity40493.72

Rate4

Amount 168048.94

maintenance informatory board

Quantity1

Rate13742

Amount 13742.19

INITIAL REHABILITATION WORKS

Quantity-

Rate-

Amount -

protective works

Quantity-

Rate-

Amount -

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

Quantity72.45

Rate469

Amount 33997.89

Stone masonry in cement mortar for substructure complete as per drawing & technical specification clauses 702, 704, 1202 and 1204 Coursed Rubble masonry In cement mortar (1:3)

Quantity153.53

Rate4871

Amount 747933.68

Providing weepholes in brick masonry/stone masonry,plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (V): 20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Quantity11

Rate337

Amount 3711.4

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Sandy material

Quantity36

Rate1356

Amount 48834

Carriage of Stock Materials

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity14.59

Rate296

Amount 4322.43

haulage

Quantity145.85

Rate4

Amount 605.28

Carriage of sand

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity20.27

Rate85

Amount 1732.68

haulage

Quantity932.22

Rate4

Amount 3868.71

Carriage of stone

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity146.43

Rate162

Amount 23721.66

haulage

Quantity3221.52

Rate4

Amount 13369.31

Carriage of stoneCHIPS

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity40.53

Rate162

Amount 6565.86

haulage

Quantity1570.59

Rate4

Amount 6517.95

SLIP CLEARANCE WORKS

Quantity-

Rate-

Amount -

Slip clearance i/c breaking, removing and throwing of spoils of mixed slip with boulders within a lead of 30m and lift of 1.5m complete.

Quantity580.18

Rate39

Amount 23056.35

Throwing of spoils obtained from slip clearence work 20% of v.i no3.2

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity116.03

Rate85

Amount 9918.24

haulage

Quantity1067.53

Rate4

Amount 4430.25

HILL SIDE DRAIN

Quantity-

Rate-

Amount -

Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)

Quantity197

Rate500

Amount 98500

Providing and laying standard "V" shaped drain with cement concrete base in 1:2:4 (1 cement, 2 clean coarse sand , 4 stone chips 20mm and down) mix of 100mm thick over clean hard selected stones soling of 150mm thick and 1:2:4 (1 cement, 2 slean coarse sand, 4 stone chips 40mm and down) mix plum concrete along the vertical side of thickness 150mm and depth 450mm includung curing, compacting , as per the direction of the Engineer-in-charge As per Clause 13.5 of SOR other works.

Quantity1175

Rate1021

Amount 1200697.25

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity326.65

Rate4

Amount 1355.6

Loading & Unloading

Quantity32.67

Rate296

Amount 9678.81

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity2529.54

Rate4

Amount 10497.59

Loading & Unloading

Quantity45.83

Rate85

Amount 3917.55

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity4228.94

Rate4

Amount 17550.1

Loading & Unloading

Quantity90.95

Rate162

Amount 14733.9

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity3699.14

Rate4

Amount 15351.43

Loading & Unloading

Quantity168.14

Rate162

Amount 27238.68

SPWD Road to Salghari School

Quantity-

Rate-

Amount -

PROTECTIVE WORK , SLIP CLEAREANCE, RESTORATION RAIN CUTS AND CONSTRUCTION OF CD

Quantity-

Rate-

Amount -

Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Quantity-

Rate-

Amount -

Ordinery Rock (Manual Means )

Quantity227.71

Rate469

Amount 106855.19

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:4)

Quantity306.28

Rate4043

Amount 1238544.25

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

Quantity54

Rate2125

Amount 114794.82

Providing weepholes in brick masonry/stone masonry,plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (V): 20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Quantity264

Rate337

Amount 89073.6

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 by granular material

Quantity10.8

Rate1356

Amount 14650.2

Slip clearance i/c breaking, removing and throwing of spoils of mixed slip with boulders within a lead of 30m and lift of 1.5m complete.

Quantity3587.27

Rate39

Amount 142558.11

Throwing of spoils all complete

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity717.45

Rate85

Amount 61327.63

b) Haulage (2 KM)

Quantity1434.91

Rate4

Amount 5954.88

Carriage of Stock Materials Cement and GI wire (Lead 30 Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity31.86

Rate296

Amount 9438.84

b) Haulage ( Surface road) (30 KM)

Quantity9558.12

Rate4

Amount 39666.2

Carriage of Sand. (Lead 40 Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity106.28

Rate85

Amount 9084.81

b) Haulage ( Surface road) (40KM)

Quantity7822.17

Rate4

Amount 32462.01

Carriage of Stone (Lead 40 Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity426.57

Rate162

Amount 69104.34

c) Haulage ( Surface road) (40 KM)

Quantity37537.82

Rate4

Amount 155781.95

Restrotation of rain cuts with soil,moorum gravel or mixture of these ,clearing the loose soil,benching of 300mm width laying fresh material in layers not exceeding 250mm

Quantity229.75

Rate445

Amount 102254.83

Construction of 2m X 2m Cross Drain

Quantity-

Rate-

Amount -

Earthwork in excavation in all kinds of soils in foundation trenches i/c dressing of all sides, watering and ramming i/c disposal of excavated earth upto 30m lead and lift up to 1.5m, disposed earht to be leveled and neatly dressed as per the direction of engineer - in- charge all complete.

Quantity81.29

Rate469

Amount 38146.15

Providing and Laying Handpacked stone soling with clean hard selected stone all complete.

Quantity2.7

Rate1076

Amount 2905.25

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 etc all complete. PCC M20

Quantity2.7

Rate5530

Amount 14931.54

Providing and Laying plum concrete in 1:2:4 mix i/c curing , compacting etc all complete.

Quantity57.75

Rate4062

Amount 234603.6

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 etc all complete.Cement mortar 1:3

Quantity46.84

Rate4871

Amount 228177.2

Providing and Laying RCC M25 in 1:1.2 mix i/c curing, compacting & centering including formwork etc all complete.

Quantity4.19

Rate11773

Amount 49332.98

Supply, bending and placing in position steel reinforcement in all R.C.C works i/c cost of binding wire all complete.

Quantity5.03

Rate9100

Amount 45774.46

Plastering with cement mortar of 15mm thick in 1:4 mix i/c curing, compaction etc all complete.

Quantity19.05

Rate192

Amount 3667.7

Providing weepholes in masonry works with 100mm dia AC pipe all complete.

Quantity32

Rate337

Amount 10796.8

Backfilling behind wing wall all complete.

Quantity4.32

Rate1356

Amount 5860.08

Carriage of stock materials (Cement & Steel) Lead 40 km

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity17.23

Rate296

Amount 5104.56

b) Haulage ( Surface road)

Quantity689.28

Rate4

Amount 2860.51

Carriage of Non-Stock materials.(Sand) Lead 40km

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity59.7

Rate85

Amount 5103.16

b) Haulage ( Surface road)

Quantity2388

Rate4

Amount 9910.2

Carriage of Non-Stock materials.(Stone) Lead 40 km

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity162.78

Rate162

Amount 26370.36

b) Haulage ( Surface road)

Quantity6511.2

Rate4

Amount 27021.48

Carriage of Non-Stock materials.(Stone Chips) Lead 40 km

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity49.09

Rate85

Amount 4195.79

b) Haulage ( Surface road)

Quantity1963.4

Rate4

Amount 8148.11

PAVEMENT AND SIDE DRAIN

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.

Quantity4650

Rate10

Amount 46639.5

Maintenance of Earthen shoulder (filling with fresh selected soil). Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903

Quantity3900

Rate51

Amount 200538

Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1

Quantity4650

Rate2

Amount 13764

Water Bound Macadam Base (Grading-III): Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) Using Screening Type-B (11.2mm Agg.)

Quantity229.5

Rate2221

Amount 509758.52

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means. (low porosity)

Quantity10428.75

Rate45

Amount 477741.04

Tack Coat: Tack coat (Providing and applying tack coat with bitumen emulsion(RS-1) using emulsion pressure distributor at required of 0.25 to .3 kg/sqm rate on the prepared bituminous/granular surface cleaned with mechanical broom.) Granular Surface Treated with Primer

Quantity10428.75

Rate15

Amount 159142.73

Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % 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)

Quantity312.86

Rate10210

Amount 3194601.44

Carriage of Stock Materials (Lead 120 Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity45.02

Rate314

Amount 14157.89

b) Haulage ( Surface road)

Quantity5402.92

Rate4

Amount 22422.12

Carriage of Stone (Lead 40 Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity344.25

Rate85

Amount 29426.49

b) Haulage ( Surface road)

Quantity34080.75

Rate4

Amount 141435.11

Carriage of Stone Chips (120Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity450.52

Rate85

Amount 38510.45

b) Haulage ( Surface road)

Quantity48656.38

Rate4

Amount 201923.98

Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908

Quantity8

Rate3517

Amount 28143.04

Maintenance of road signs by way of cleaning and repainting of mandatory /requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910

Quantity4

Rate1591

Amount 6367.6

Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912

Quantity4

Rate916

Amount 3664.8

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

Quantity33

Rate34

Amount 1137.84

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing as per drawing Clause 1701 and Annexure 1700.1

Quantity1

Rate13742

Amount 13742.19

Hill Side Drain

Quantity-

Rate-

Amount -

Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)

Quantity316

Rate500

Amount 158000

Providing and laying standard 'V' shaped drain with cement concrete base in 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 20mm and down) mix of 100mm thick over clean hard selected stones soling of 150mm thick and 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 40mm and down) mix plum vertical side of thickness 150mm and depth 450mm including curing, compacting, as per the direction of Engineer - in - Charge.

Quantity925

Rate1021

Amount 945229.75

Carriage of Stock Materials (Lead 30 km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity29.88

Rate296

Amount 8851.51

b) Haulage ( Surface road) (30KM)

Quantity896.33

Rate4

Amount 3719.75

Carriage of Sand. (Lead 40Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity43.48

Rate85

Amount 3716.24

b) Haulage ( Surface road) (50KM)

Quantity3199.76

Rate4

Amount 13279

Carriage of Stone (Lead 40Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity93.43

Rate162

Amount 15134.85

b) Haulage ( Surface road) (40 KM)

Quantity8221.4

Rate4

Amount 34118.81

Carriage of Stone chips (Lead 40Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity86.95

Rate85

Amount 7432.49

b) Haulage ( Surface road) (40 KM)

Quantity5390.9

Rate4

Amount 22372.24

Melli Phong to Bikmat

Quantity-

Rate-

Amount -

PROTECTIVE WORK , SLIP CLEAREANCE AND RESTORATION RAIN CUTS

Quantity-

Rate-

Amount -

Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Quantity-

Rate-

Amount -

Ordinery Rock (Manual Means )

Quantity206.19

Rate469

Amount 96756.72

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:4)

Quantity283.53

Rate4043

Amount 1146547.12

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

Quantity81

Rate2125

Amount 172192.23

Providing weepholes in brick masonry/stone masonry,plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (V): 20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Quantity240

Rate337

Amount 80976

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 by granular material

Quantity14.4

Rate1356

Amount 19533.6

Slip clearance i/c breaking, removing and throwing of spoils of mixed slip with boulders within a lead of 30m and lift of 1.5m complete.

Quantity3587.27

Rate39

Amount 142558.11

Throwing of spoils all complete

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity717.45

Rate85

Amount 61327.63

b) Haulage (2 KM)

Quantity1434.91

Rate4

Amount 5954.88

Carriage of Stock Materials Cement and GI wire (Lead 30 Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity29.8

Rate296

Amount 8828.55

b) Haulage ( Surface road) (30 KM)

Quantity8938.97

Rate4

Amount 37096.73

Carriage of Sand. (Lead 40 Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity98.38

Rate85

Amount 8409.52

b) Haulage ( Surface road) (40KM)

Quantity7241.04

Rate4

Amount 30050.32

Carriage of Stone (Lead 40 Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity434.73

Rate162

Amount 70426.26

c) Haulage ( Surface road) (40 KM)

Quantity38256.32

Rate4

Amount 158763.73

Restrotation of rain cuts with soil,moorum gravel or mixture of these ,clearing the loose soil,benching of 300mm width laying fresh material in layers not exceeding 250mm

Quantity227.25

Rate445

Amount 101142.16

PAVEMENT AND SIDE DRAIN

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.

Quantity4245

Rate10

Amount 42577.35

Maintenance of Earthen shoulder (filling with fresh selected soil). Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903

Quantity3900

Rate51

Amount 200538

Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1

Quantity4245

Rate2

Amount 12565.2

Water Bound Macadam Base (Grading-III): Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) Using Screening Type-B (11.2mm Agg.)

Quantity159.79

Rate2221

Amount 354919.37

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means. (low porosity)

Quantity6952.5

Rate45

Amount 318494.03

Tack Coat: Tack coat (Providing and applying tack coat with bitumen emulsion(RS-1) using emulsion pressure distributor at required of 0.25 to .3 kg/sqm rate on the prepared bituminous/granular surface cleaned with mechanical broom.) Granular Surface Treated with Primer

Quantity6952.5

Rate15

Amount 106095.15

Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % 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)

Quantity208.58

Rate10210

Amount 2129734.3

Carriage of Stock Materials (Lead 120 Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity30.02

Rate314

Amount 9440.69

b) Haulage ( Surface road)

Quantity3601.95

Rate4

Amount 14948.09

Carriage of Stone (Lead 40 Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity239.68

Rate85

Amount 20487.85

b) Haulage ( Surface road)

Quantity23728.72

Rate4

Amount 98474.19

Carriage of Stone Chips (120Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity300.35

Rate85

Amount 25673.92

b) Haulage ( Surface road)

Quantity32437.58

Rate4

Amount 134615.96

Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908

Quantity8

Rate3517

Amount 28143.04

Maintenance of road signs by way of cleaning and repainting of mandatory /requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910

Quantity4

Rate1591

Amount 6367.6

Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912

Quantity4

Rate916

Amount 3664.8

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

Quantity33

Rate34

Amount 1137.84

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing as per drawing Clause 1701 and Annexure 1700.1

Quantity1

Rate13742

Amount 13742.19

Hill Side Drain

Quantity-

Rate-

Amount -

Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)

Quantity319

Rate500

Amount 159500

Providing and laying standard 'V' shaped drain with cement concrete base in 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 20mm and down) mix of 100mm thick over clean hard selected stones soling of 150mm thick and 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 40mm and down) mix plum vertical side of thickness 150mm and depth 450mm including curing, compacting, as per the direction of Engineer - in - Charge.

Quantity1150

Rate1021

Amount 1175150.5

Carriage of Stock Materials (Lead 30 km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity37.15

Rate296

Amount 11006.06

b) Haulage ( Surface road) (30KM)

Quantity1114.35

Rate4

Amount 4624.55

Carriage of Sand. (Lead 40Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity54.05

Rate85

Amount 4620.19

b) Haulage ( Surface road) (50KM)

Quantity3978.08

Rate4

Amount 16509.03

Carriage of Stone (Lead 40Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity116.15

Rate162

Amount 18816.3

b) Haulage ( Surface road) (40 KM)

Quantity10221.2

Rate4

Amount 42417.98

Carriage of Stone chips (Lead 40Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity108.1

Rate85

Amount 9240.39

b) Haulage ( Surface road) (40 KM)

Quantity6702.2

Rate4

Amount 27814.13

NAMCHI PHONG TO BIKMAT

Quantity-

Rate-

Amount -

INITIAL REHABILITATION WORKS (PART A)

Quantity-

Rate-

Amount -

Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specifications Clause 1902: Manual means

Quantity47.25

Rate445

Amount 21029.56

Slip clearance i/c breaking, removing and throwing of spoils of mixed slip with boulders within a lead of 30m and lift of 1.5m complete.

Quantity2090.38

Rate39

Amount 83071.7

Throwing of spoils all complete

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity836.15

Rate85

Amount 71474.1

Haulgae

Quantity3344.61

Rate4

Amount 13880.13

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

Quantity219.96

Rate469

Amount 103218.43

Stone masonry in 1:5 cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204

Quantity204.53

Rate4043

Amount 827084.55

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

Quantity72

Rate2125

Amount 153059.76

Providing weepholes in stone masonry with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Quantity88

Rate337

Amount 29691.2

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 by Granular material

Quantity16.2

Rate1356

Amount 21975.3

Carriage of Stock Materials: Cement and GI wire

Quantity-

Rate-

Amount -

Lead

Quantity-

Rate-

Amount -

Haulage

Quantity648.82

Rate4

Amount 2692.6

Loading & Unloading

Quantity21.63

Rate296

Amount 6408.1

Carriage of Non-Stock Materials: Sand

Quantity-

Rate-

Amount -

Lead

Quantity-

Rate-

Amount -

Haulage

Quantity5223.52

Rate4

Amount 21677.61

Loading & Unloading

Quantity70.97

Rate85

Amount 6066.52

Carriage of Non-Stock Materials: Stone

Quantity-

Rate-

Amount -

Lead

Quantity-

Rate-

Amount -

Haulage

Quantity29336.93

Rate4

Amount 121748.26

Loading & Unloading

Quantity333.37

Rate162

Amount 54005.94

RENEWAL WORKS (PART B)

Quantity-

Rate-

Amount -

Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914

Quantity2700

Rate3

Amount 10557

Scarifying the existing bituminous road surface by mechanical means 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.

Quantity2295

Rate10

Amount 23018.85

Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1

Quantity2295

Rate2

Amount 6793.2

Water Bound Macadam (Grade-III)

Quantity-

Rate-

Amount -

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.

Quantity182.81

Rate2221

Amount 406057.64

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.

Quantity5315.63

Rate45

Amount 243509.01

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at required rate on the prepared bituminous/granular surface cleaned with mechanical broom.

Quantity5315.63

Rate15

Amount 81116.44

Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % 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) Using Bitumen 60/70 grade

Quantity159.47

Rate10210

Amount 1628316.27

Carriage of Stock Materials

Quantity-

Rate-

Amount -

Lead

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity23.1

Rate314

Amount 7264.49

Haulage

Quantity2771.52

Rate4

Amount 11501.81

Carriage of Non-Stock Materials: Stone

Quantity-

Rate-

Amount -

Lead

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity279.7

Rate85

Amount 23908.76

Haulage

Quantity24613.88

Rate4

Amount 102147.6

Carriage of Non-Stock Materials: Stone Chips

Quantity-

Rate-

Amount -

Lead

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity229.64

Rate85

Amount 19629.2

Haulage

Quantity22044.96

Rate4

Amount 91486.58

Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)

Quantity240

Rate500

Amount 120000

Providing and laying standard 'V' shaped drain with cement concrete base in 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 20mm and down) mix of 100mm thick over clean hard selected stones soling of 150mm thick and 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 40mm and down) mix plum concrete along the vertical side of thickness 150mm and depth 450mm including curing, compacting.

Quantity580

Rate1021

Amount 592684.6

Carriage of Stock Materials: Cement

Quantity-

Rate-

Amount -

Lead

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity18.73

Rate296

Amount 5548.95

Haulage

Quantity562

Rate4

Amount 2332.3

Carriage of Non-Stock Materials: Sand

Quantity-

Rate-

Amount -

Lead

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity27.26

Rate85

Amount 2330.18

Haulage

Quantity2006.3

Rate4

Amount 8326.15

Carriage of Non-Stock Materials: Stone

Quantity-

Rate-

Amount -

Lead

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity58.58

Rate162

Amount 9489.96

Haulage

Quantity5155.04

Rate4

Amount 21393.42

Carriage of Non-Stock Materials: Stone Chips

Quantity-

Rate-

Amount -

Lead

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity54.52

Rate85

Amount 4660.37

Haulage

Quantity3380.24

Rate4

Amount 14028

Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903

Quantity650

Rate51

Amount 33423

Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908

Quantity2

Rate3517

Amount 7035.76

Maintenance of road signs by way of cleaning and repainting of mandatory /requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910

Quantity1.35

Rate1591

Amount 2149.07

Reinforced cement concrete M15 grade 200 m stone (precast) stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Quantity6

Rate565

Amount 3393.18

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

Quantity41.4

Rate34

Amount 1427.47

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing as per drawing Clause 1701 and Annexure 1700.1

Quantity1

Rate13742

Amount 13742.19

Pelling Darap SPWD road 8th Km to Sangyang

Quantity-

Rate-

Amount -

SLIP CLEARANCE

Quantity-

Rate-

Amount -

Clearance of land slides in soil and ordinary rock by a bull-dozer D-80 A-12,180 HP and disposal of the same on the valley.

Quantity1554

Rate39

Amount 61755.96

Throwing of spoils, Loading and unloading.

Quantity621.6

Rate85

Amount 53134.37

Haulage (within 3km radius)

Quantity3431.23

Rate4

Amount 14239.6

Clearance of land slides in soil and ordinary rock by a bull-dozer D-80 A-12,180 HP and disposal of the same on the valley.

Quantity94.38

Rate445

Amount 42003.48

PROTECTION WALL(BREAST WALL & RETAINING WALL)

Quantity-

Rate-

Amount -

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

Quantity44.78

Rate469

Amount 21013.46

Providing & laying hand packed stone soling in building works with clean hard selected stones all complete. Details for 10cum (manual means).

Quantity4.12

Rate1076

Amount 4430.51

Stone Masonry in cement mortar for substructure complete as per drawing & technical specification clauses 702,704,1202 and 1204 Crushed Rubble Masonry in cement mortar (1:4)

Quantity75.66

Rate4039

Amount 305633.12

Providing weepholes in brick masonry/stone masonry,plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (V): 20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Quantity24

Rate337

Amount 8097.6

Carraige for Stock materials including Loading and Unloading(Cement )

Quantity6.37

Rate296

Amount 1887.18

Carriage on Surface road

Quantity318.35

Rate4

Amount 1321.15

Carriage of Non-Stock Materials (Sand )

Quantity26.18

Rate85

Amount 2237.87

Carriage on Surface road

Quantity2356.14

Rate4

Amount 9777.98

Carriage of Non-Stock Materials (Stone )

Quantity66.71

Rate162

Amount 10807.02

Carriage on Surface road

Quantity2935.32

Rate4

Amount 12181.58

HILL SIDE DRAINGE WORK

Quantity-

Rate-

Amount -

Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)

Quantity100

Rate500

Amount 50000

Providing and laying standard 'V' shaped drain with cement concrete base in 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 20mm and down) mix of 100mm thick over clean hard selected stones soling of 150mm thick and 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 40mm and down) mix plum vertical side of thickness 150mm and depth 450mm including curing, compacting, as per the direction of Engineer - in - Charge.

Quantity880

Rate1021

Amount 899245.6

Carraige for Stock materials including Loading and Unloading

Quantity28.42

Rate296

Amount 8419.71

Carriage on unSurface gravel road

Quantity1421.2

Rate4

Amount 7091.79

Carriage of Non-Stock Materials (Sand) including loading and unloading

Quantity41.36

Rate85

Amount 3535.45

Carriage on Surface road

Quantity3722.4

Rate4

Amount 15447.96

Carriage of Non-Stock Materials (Stone) including loading and unloading

Quantity88.88

Rate162

Amount 14398.56

Carriage on Surface road

Quantity3910.72

Rate4

Amount 16229.49

PAVEMENT WORK

Quantity-

Rate-

Amount -

Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.)

Quantity3000

Rate51

Amount 154260

Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a liftupto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.

Quantity16500

Rate31

Amount 512820

WBM GRADE- II-Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering andcompacting to the required density grading 2 as per Technical Specification Clause 405.

Quantity-

Rate-

Amount -

Water Bound Macadam (GRADE 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.

Quantity77.34

Rate2221

Amount 171793.62

Prime coat (MEDIUM POROSITY) (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.)

Quantity16500

Rate56

Amount 929775

Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at required rate on the prepared bituminous/granular surface cleaned with mechanical broom.)

Quantity16500

Rate15

Amount 251790

Providing and laying semi dense bituminous concrete with 40-60 TPH 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

Quantity495

Rate10210

Amount 5054385.6

Carraige of Stock materials (Bitumen/Emulsion) including loading and unloading

Quantity75.41

Rate314

Amount 23713.36

Carriage on Surface road

Quantity9802.65

Rate4

Amount 40681

Carraige for Non-Stock materials including Loading and Unloading.(STONE)

Quantity118.34

Rate162

Amount 19171.08

Carriage on Surface road

Quantity13016.95

Rate4

Amount 54020.34

Carraige for Non-Stock materials including Loading and Unloading (STONE CHIPS)

Quantity734.58

Rate162

Amount 119001.96

Carriage on Surface road

Quantity80803.8

Rate4

Amount 335335.77

M. Chongrang Mangsabong 7th Km SPWD road to Bhirkuna

Quantity-

Rate-

Amount -

SLIP CLEARANCE

Quantity-

Rate-

Amount -

Clearance of land slides in soil and ordinary rock by a bull-dozer D-80 A-12,180 HP and disposal of the same on the valley.

Quantity1929.3

Rate39

Amount 76670.38

Throwing of spoils, Loading and unloading.

Quantity771.72

Rate85

Amount 65966.63

Haulage (within 3km radius)

Quantity4259.89

Rate4

Amount 17678.54

Clearance of land slides in soil and ordinary rock by a bull-dozer D-80 A-12,180 HP and disposal of the same on the valley.

Quantity152.5

Rate445

Amount 67873.18

PROTECTION WALL(BREAST WALL & RETAINING WALL)

Quantity-

Rate-

Amount -

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

Quantity59.7

Rate469

Amount 28014.82

Providing & laying hand packed stone soling in building works with clean hard selected stones all complete. Details for 10cum (manual means).

Quantity5.49

Rate1076

Amount 5907.35

Stone Masonry in cement mortar for substructure complete as per drawing & technical specification clauses 702,704,1202 and 1204 Crushed Rubble Masonry in cement mortar (1:4)

Quantity100.88

Rate4039

Amount 407495.68

Providing weepholes in brick masonry/stone masonry,plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (V): 20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Quantity24

Rate337

Amount 8097.6

Carraige for Stock materials including Loading and Unloading(Cement )

Quantity8.49

Rate296

Amount 2515.25

Carriage on Surface road

Quantity424.47

Rate4

Amount 1761.55

Carriage of Non-Stock Materials (Sand )

Quantity34.91

Rate85

Amount 2984.11

Carriage on Surface road

Quantity3141.52

Rate4

Amount 13037.31

Carriage of Non-Stock Materials (Stone )

Quantity88.95

Rate162

Amount 14409.9

Carriage on Surface road

Quantity3913.76

Rate4

Amount 16242.1

HILL SIDE DRAINGE WORK

Quantity-

Rate-

Amount -

Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)

Quantity100

Rate500

Amount 50000

Providing and laying standard 'V' shaped drain with cement concrete base in 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 20mm and down) mix of 100mm thick over clean hard selected stones soling of 150mm thick and 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 40mm and down) mix plum vertical side of thickness 150mm and depth 450mm including curing, compacting, as per the direction of Engineer - in - Charge.

Quantity1150

Rate1021

Amount 1175150.5

Carraige for Stock materials including Loading and Unloading

Quantity37.15

Rate296

Amount 11006.06

Carriage on unSurface gravel road

Quantity1857.25

Rate4

Amount 9267.68

Carriage of Non-Stock Materials (Sand) including loading and unloading

Quantity54.05

Rate85

Amount 4620.19

Carriage on Surface road

Quantity4864.5

Rate4

Amount 20187.68

Carriage of Non-Stock Materials (Stone) including loading and unloading

Quantity116.15

Rate162

Amount 18816.3

Carriage on Surface road

Quantity5110.6

Rate4

Amount 21208.99

PAVEMENT WORK

Quantity-

Rate-

Amount -

Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.)

Quantity3000

Rate51

Amount 154260

Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a liftupto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.

Quantity16500

Rate31

Amount 512820

WBM GRADE- II-Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering andcompacting to the required density grading 2 as per Technical Specification Clause 405.

Quantity-

Rate-

Amount -

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

Quantity108.28

Rate2221

Amount 240511.06

Prime coat (MEDIUM POROSITY) (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.)

Quantity15097.5

Rate56

Amount 850744.13

Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at required rate on the prepared bituminous/granular surface cleaned with mechanical broom.)

Quantity15097.5

Rate15

Amount 230387.85

Providing and laying semi dense bituminous concrete with 40-60 TPH 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

Quantity452.93

Rate10210

Amount 4624762.82

Carraige of Stock materials (Bitumen/Emulsion) including loading and unloading

Quantity69

Rate314

Amount 21699.12

Carriage on Surface road

Quantity8969.42

Rate4

Amount 37223.09

Carraige for Non-Stock materials including Loading and Unloading.(STONE)

Quantity165.67

Rate162

Amount 26838.54

Carriage on Surface road

Quantity18223.73

Rate4

Amount 75628.48

Carraige for Non-Stock materials including Loading and Unloading (STONE CHIPS)

Quantity672.14

Rate162

Amount 108886.68

Carriage on Surface road

Quantity73935.48

Rate4

Amount 306832.24

Upper Gelling to Middle Gelling(Baiguney Gelling)

Quantity-

Rate-

Amount -

INITIAL REHABILITATION

Quantity-

Rate-

Amount -

Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Quantity-

Rate-

Amount -

Ordinery Rock (Manual Means )

Quantity113.24

Rate469

Amount 53139

Stone Soiling for road works Providing & laying hand packed stone soling of specified thickness with clean hard selected stones including hammer dressing of stone for laying as per required level and camber including packing with broken stones obtained from hammer dressing to fill the voids to give uniform surface as directed by the Engineer-in-Charge all complete but excluding carriage and consolidation using:Manual means

Quantity17.22

Rate1076

Amount 18529.06

Providing and laying Random Rubble Stone Masnory in CM 1:4 with clean hard selected stone as per the direction of Enginner in Charge all complete.

Quantity201.34

Rate4039

Amount 813294.81

Carriage of Stock Materials (Lead 10 Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity28.45

Rate296

Amount 8428.6

b) Haulage

Quantity284.5

Rate4

Amount 1180.68

Carriage of Sand. (Lead 10 Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity63.24

Rate85

Amount 5405.76

b) Haulage

Quantity1138.32

Rate4

Amount 4724.03

Carriage of Stone (Lead 10 Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity190.32

Rate162

Amount 30831.84

c) Haulage

Quantity4187.04

Rate4

Amount 17376.22

Providing and laying standard 'V' shaped drain with cement concrete base in 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 20mm and down) mix of 100mm thick over clean hard selected stones soling of 150mm thick and 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 40mm and down) mix plum vertical side of thickness 150mm and depth 450mm including curing, compacting, as per the direction of Engineer - in - Charge.

Quantity800

Rate1021

Amount 817496

Carriage of Stock Materials (Lead 10 km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity5.17

Rate296

Amount 1531.66

b) Haulage

Quantity51.68

Rate4

Amount 214.47

Carriage of Sand.(Lead 10Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity37.6

Rate85

Amount 3214.05

b) Haulage ( Surface road) (50KM)

Quantity676.8

Rate4

Amount 2808.72

Carriage of Stone (Lead 10Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity108

Rate162

Amount 17496

b) Haulage ( Surface road) (20 KM)

Quantity2376

Rate4

Amount 9860.4

PAVEMENT RENEWAL

Quantity-

Rate-

Amount -

Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.

Quantity5625

Rate31

Amount 174825

Water Bound Macadam (GRADE 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.

Quantity281.25

Rate2221

Amount 624704.06

Tack Coat:Tack coat (Providing and applying tack coat with bitumen emulsion(RS-1) using emulsion pressure distributor at required of 0.25 to .3 kg/sqm rate on the prepared bituminous/granular surface cleaned with mechanical broom.)Granular Surface Treated with Primer

Quantity9375

Rate15

Amount 143062.5

Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % 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)

Quantity281.25

Rate10210

Amount 2871810

Carriage of Stock Materials (Lead 100 Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity53.2

Rate314

Amount 16730.34

b) Haulage ( Surface road)

Quantity5320

Rate4

Amount 22078

Carriage of Stone (Lead 10 Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity430.31

Rate162

Amount 69710.63

b) Haulage ( Surface road)

Quantity9466.88

Rate4

Amount 39287.53

Carriage of Stone Chips (10Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity417.38

Rate162

Amount 67614.75

b) Haulage ( Surface road)

Quantity9182.25

Rate4

Amount 38106.34

RCR FROM RABONG. TO UPPER DEYTHANG

Quantity-

Rate-

Amount -

SURFACE RENEWAL WORKS

Quantity-

Rate-

Amount -

Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.)

Quantity5697

Rate51

Amount 292939.74

Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)

Quantity230

Rate500

Amount 115000

Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.

Quantity14954.63

Rate31

Amount 464789.9

Water Bound Macadam (GRADE 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.

Quantity538.95

Rate2221

Amount 1197099.57

Prime coat (MEDIUM POROSITY) (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.)

Quantity14954.63

Rate56

Amount 842693.4

Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at required rate on the prepared bituminous/granular surface cleaned with mechanical broom.)

Quantity14954.63

Rate15

Amount 228207.65

Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % 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)

Quantity373.87

Rate10210

Amount 3817541.71

Carriage of Cements/steel/Bitumen Emulsion

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity59.53

Rate314

Amount 18720.99

haulage

Quantity8632.38

Rate4

Amount 35824.38

Carriage of stone

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity824.59

Rate162

Amount 133583.58

haulage

Quantity54420.7

Rate4

Amount 225845.91

Carriage of stonechips

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity554.82

Rate162

Amount 89880.84

haulage

Quantity36617.9

Rate4

Amount 151964.29

maintenance informatory board

Quantity1

Rate13742

Amount 13742.19

Fixing of road cautionary Sign 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 1.5mm thick supported on a mild steel angle post 75mmm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm ,600mm below ground level as per drawings and Technical specification clause 801 (900mm)

Quantity18

Rate6866

Amount 123596.46

Fixing of Ordinary KM stone

Quantity4

Rate2464

Amount 9858.68

Fixing of 200mtr stone

Quantity12

Rate565

Amount 6786.36

INITIAL REHABILITATION WORKS

Quantity-

Rate-

Amount -

protective works

Quantity-

Rate-

Amount -

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

Quantity60.51

Rate469

Amount 28394.92

Stone Soiling for road works Providing & laying hand packed stone soling of specified thickness with clean hard selected stones including hammer dressing of stone for laying as per required level and camber including packing with broken stones obtained from hammer dressing to fill the voids to give uniform surface as directed by the Engineer-in-Charge all complete but excluding carriage and consolidation using:Manual means

Quantity7.35

Rate1076

Amount 7908.75

Stone masonry in cement mortar for substructure complete as per drawing & technical specification clauses 702, 704, 1202 and 1204 Coursed Rubble masonry In cement mortar (1:3)

Quantity150.82

Rate4871

Amount 734731.7

Providing weepholes in brick masonry/stone masonry,plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (V): 20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Quantity8

Rate337

Amount 2699.2

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Sandy material

Quantity27

Rate1356

Amount 36625.5

Carriage of Stock Materials

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity14.33

Rate296

Amount 4245.41

haulage

Quantity143.28

Rate4

Amount 594.61

Carriage of sand

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity19.91

Rate85

Amount 1701.91

haulage

Quantity915.79

Rate4

Amount 3800.53

Carriage of stone

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity135.51

Rate162

Amount 21952.62

haulage

Quantity2981.23

Rate4

Amount 12372.1

Carriage of stoneCHIPS

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity39.82

Rate162

Amount 6450.84

haulage

Quantity1542.91

Rate4

Amount 6403.08

SLIP CLEARANCE WORKS

Quantity-

Rate-

Amount -

Slip clearance i/c breaking, removing and throwing of spoils of mixed slip with boulders within a lead of 30m and lift of 1.5m complete.

Quantity696

Rate39

Amount 27659.04

Throwing of spoils obtained from slip clearence work 40% of v.i no3.2

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity439.36

Rate85

Amount 37556.49

haulage

Quantity4042.16

Rate4

Amount 16774.96

HILL SIDE DRAIN

Quantity-

Rate-

Amount -

Providing and laying standard "V" shaped drain with cement concrete base in 1:2:4 (1 cement, 2 clean coarse sand , 4 stone chips 20mm and down) mix of 100mm thick over clean hard selected stones soling of 150mm thick and 1:2:4 (1 cement, 2 slean coarse sand, 4 stone chips 40mm and down) mix plum concrete along the vertical side of thickness 150mm and depth 450mm includung curing, compacting , as per the direction of the Engineer-in-charge As per Clause 13.5 of SOR other works.

Quantity1220

Rate1021

Amount 1246681.4

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity339.16

Rate4

Amount 1407.51

Loading & Unloading

Quantity33.92

Rate296

Amount 10049.14

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity2626.41

Rate4

Amount 10899.6

Loading & Unloading

Quantity47.58

Rate85

Amount 4067.14

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity4390.9

Rate4

Amount 18222.24

Loading & Unloading

Quantity94.43

Rate162

Amount 15297.66

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity3840.8

Rate4

Amount 15939.32

Loading & Unloading

Quantity174.58

Rate162

Amount 28281.96

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