Rural Management And Development Department Tender

The Rural Management And Development Department has issued a formal invitation for competitive bids for Repair And Maintenance Of Rural Connectivity Roads Including Initial Rectification, Periodic Renewal, Emergency Maintenance And 5 Year in North District, Sikkim, with an estimated contract value of Rs. 19,25,60,080. The bid opening date for this tender is 14-03-2025 and the last date for bid submission is 20-03-2025. Interested bidders for Rural Management And Development Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

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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Download

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

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

B/W

Quantity249.84

Rate2125

Amount 531117.37

b) Haulage ( Surface road)

Quantity62919.99

Rate4

Amount 261117.96

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

Loading & Unloading

Quantity39.82

Rate162

Amount 6450.84

Stone

Quantity-

Rate-

Amount -

Haulage

Quantity18021.7

Rate4

Amount 74790.06

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

LEAD -34KM

Quantity-

Rate-

Amount -

Backfilling behind wing wall all complete.

Quantity4.32

Rate1356

Amount 5860.08

a) Loading and unloading

Quantity239.68

Rate85

Amount 20487.85

Carriage on Surface road

Quantity2935.32

Rate4

Amount 12181.58

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

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.(Ordinay Soil)

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity5.17

Rate296

Amount 1531.66

Carriage on Surface road

Quantity2626.41

Rate4

Amount 10899.6

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 -

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

b) Haulage ( Surface road) (30 KM)

Quantity9558.12

Rate4

Amount 39666.2

Lead=40Km

Quantity-

Rate-

Amount -

Carriage of stone /stone dust:

Quantity-

Rate-

Amount -

WBM III

Quantity-

Rate-

Amount -

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

Haulage

Quantity7113.92

Rate4

Amount 29522.77

Carriage on Surface road

Quantity9802.65

Rate4

Amount 40681

Ordinary Kilometer Stone (Precast)

Quantity4

Rate2464

Amount 9858.68

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 -

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

Loading & unloading

Quantity338.87

Rate162

Amount 54896.94

Carriage of stone /stone dust:

Quantity-

Rate-

Amount -

loading & unloading

Quantity23.86

Rate162

Amount 3865.32

LEAD -26KM

Quantity98.41

Rate162

Amount 15942.42

loading & unloading

Quantity84.5

Rate85

Amount 7223.06

Lead

Quantity-

Rate-

Amount -

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

Quantity165.67

Rate162

Amount 26838.54

Carriage of Non- Stock Materials:mechanical means

Quantity-

Rate-

Amount -

Carriage on unSurface gravel road

Quantity1421.2

Rate4

Amount 7091.79

Carriage of Stone (Lead 40 Km)

Quantity-

Rate-

Amount -

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

Carriage of stone

Quantity-

Rate-

Amount -

b) Haulage ( Surface road)

Quantity6511.2

Rate4

Amount 27021.48

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

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

Loading/Unloading

Quantity2.57

Rate85

Amount 219.68

Carriage on Surface road

Quantity13016.95

Rate4

Amount 54020.34

Loading & Unloading

Quantity32.67

Rate296

Amount 9678.81

Loading & Unloading

Quantity255.07

Rate162

Amount 41321.34

Loading & Unloading

Quantity12397.81

Rate4

Amount 51450.91

Haulage

Quantity852.73

Rate4

Amount 3538.83

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

Fixing of 200mtr stone

Quantity12

Rate565

Amount 6786.36

Haulage

Quantity69417.81

Rate4

Amount 288083.91

Carriage on Surface road

Quantity3910.72

Rate4

Amount 16229.49

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

haulage

Quantity3221.52

Rate4

Amount 13369.31

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

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

Carraige for Stock materials including Loading and Unloading(Cement )

Quantity7.5

Rate296

Amount 2221.95

POST RENEWAL

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity-

Rate-

Amount -

Lead

Quantity-

Rate-

Amount -

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

Loading & Unloading

Quantity132.37

Rate162

Amount 21443.54

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 -

loading & unloading

Quantity36.08

Rate85

Amount 3084.12

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

Quantity-

Rate-

Amount -

c) Haulage ( Surface road) (40 KM)

Quantity37537.82

Rate4

Amount 155781.95

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

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 -

Loading & Unloading

Quantity90.95

Rate162

Amount 14733.9

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.

Quantity63.49

Rate2151

Amount 136628.2

Haulage

Quantity59858.73

Rate4

Amount 248413.73

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

B/W

Quantity22.63

Rate1356

Amount 30690.81

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

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

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

SPWD ROAD TO REY MONASTERY

Quantity-

Rate-

Amount -

Lead=40Km

Quantity-

Rate-

Amount -

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

Maintenance board

Quantity1

Rate13742

Amount 13742.19

Carriage on Surface road

Quantity2529.54

Rate4

Amount 10497.59

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

Quantity27

Rate1356

Amount 36625.5

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

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

Quantity19.05

Rate192

Amount 3667.7

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 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

Haulage

Quantity7557.64

Rate4

Amount 31364.21

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

haulage

Quantity475.77

Rate4

Amount 1974.45

LEAD -36KM

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity174.58

Rate162

Amount 28281.96

Haulage

Quantity246.69

Rate4

Amount 1023.76

Throwing of spoils

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)

Quantity437.06

Rate10210

Amount 4462792.74

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

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

b) Haulage ( Surface road)

Quantity9466.88

Rate4

Amount 39287.53

a) Loading and unloading

Quantity63.24

Rate85

Amount 5405.76

b) Haulage ( Surface road)

Quantity64114.4

Rate4

Amount 266074.76

b) Haulage ( Surface road) (50KM)

Quantity1925.12

Rate85

Amount 165252.3

200 m stone (precast)

Quantity14

Rate565

Amount 7917.42

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

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 & 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

LEAD -120KM

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity21.63

Rate296

Amount 6408.1

UPPER SYARI TO MIDDLE SYARI

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity135.51

Rate162

Amount 21952.62

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

Carriage of Stock Materials (Lead 10 km)

Quantity-

Rate-

Amount -

Lead-6km

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity208.27

Rate162

Amount 33739.74

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

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

b) Haulage ( Surface road)

Quantity34080.75

Rate4

Amount 141435.11

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

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

Loading/Unloading

Quantity47.04

Rate85

Amount 4020.98

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity27.9

Rate162

Amount 4519.8

loading & unloading

Quantity11.11

Rate296

Amount 3291.42

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 Non-Stock Materials: Stone

Quantity-

Rate-

Amount -

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

Quantity41.36

Rate85

Amount 3535.45

INITIAL REHABILITATION (PART-A):PROTECTIVE WORKS

Quantity-

Rate-

Amount -

Stone aggregates

Quantity-

Rate-

Amount -

protective works

Quantity-

Rate-

Amount -

haulage

Quantity-

Rate-

Amount -

Carriage of sand

Quantity-

Rate-

Amount -

SPWD Road to Ahalay School

Quantity-

Rate-

Amount -

Haulage

Quantity16699.76

Rate4

Amount 69304

Haulage

Quantity19681.64

Rate4

Amount 81678.81

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 on Surface road

Quantity8969.42

Rate4

Amount 37223.09

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

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

Carriage on Surface road

Quantity3141.52

Rate4

Amount 13037.31

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

Loading & Unloading

Quantity27.26

Rate85

Amount 2330.18

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

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

Loading & Unloading

Quantity406.65

Rate162

Amount 65877.3

A) Initial Rehabilitation

Quantity-

Rate-

Amount -

HILL SIDE DRAIN

Quantity-

Rate-

Amount -

PROTECTIVE WORK , SLIP CLEAREANCE AND RESTORATION RAIN CUTS

Quantity-

Rate-

Amount -

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

Loading & Unloading

Quantity721.64

Rate162

Amount 116905.68

TOTAL OF PROTECTIVE WORK

Quantity421.17

Rate39

Amount 16737.4

Stone Dust

Quantity-

Rate-

Amount -

Cost of Haulage for Stock materials Excluding Loading and Unloading

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.

Quantity94.38

Rate445

Amount 42003.48

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

Loading/ Unloading

Quantity101.1

Rate51

Amount 5184.41

HILL SIDE DRAINGE WORK

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity-

Rate-

Amount -

B) i)Cost Estimate for Post Renewal Work

Quantity-

Rate-

Amount -

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Boulder Apron (GI Wire)

Quantity-

Rate-

Amount -

TOTAL COST FOR INITIAL REHABILITATION (PART-A)

Quantity-

Rate-

Amount -

TOTAL OF PAVEMENT WORKS

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

Cement

Quantity-

Rate-

Amount -

Loading&Unloading

Quantity36

Rate85

Amount 3077.28

Carriage of stonechips

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity162.78

Rate162

Amount 26370.36

Haulage

Quantity7143.15

Rate4

Amount 29644.07

Loading & Unloading

Quantity1293.13

Rate162

Amount 209487.06

haulage

Quantity145.85

Rate4

Amount 605.28

Carriage of stone dust

Quantity-

Rate-

Amount -

Haulage

Quantity29336.93

Rate4

Amount 121748.26

a) Loading and unloading

Quantity98.38

Rate85

Amount 8409.52

Loading & Unloading

Quantity5.42

Rate296

Amount 1605.73

Carriage of stoneCHIPS

Quantity-

Rate-

Amount -

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

Quantity2

Rate1118899

Amount 2237799.4

haulage

Quantity2981.23

Rate4

Amount 12372.1

Carriage of Stock Materials (Lead 100 Km)

Quantity-

Rate-

Amount -

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

Quantity54.05

Rate85

Amount 4620.19

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

Loading/ Unloading

Quantity44.09

Rate314

Amount 13865.42

b) Haulage ( Surface road) (30KM)

Quantity1114.35

Rate4

Amount 4624.55

Carriage of stone /stone dust:

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity1113.41

Rate85

Amount 95174.29

Loading & Unloading

Quantity116.03

Rate85

Amount 9918.24

loading & unloading

Quantity511.87

Rate162

Amount 82922.94

Haulage

Quantity23712.48

Rate4

Amount 98406.79

Ordinary Kilometer Stone (Precast)

Quantity3

Rate2464

Amount 7394.01

Carraige for Stock materials including Loading and Unloading(Cement )

Quantity8.49

Rate296

Amount 2515.25

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

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

Loading/ Unloading

Quantity68.05

Rate30

Amount 2104.11

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

Carriage of Stock Materials

Quantity-

Rate-

Amount -

PAVEMENT AND SIDE DRAIN

Quantity-

Rate-

Amount -

Haulage

Quantity24154.73

Rate4

Amount 100242.13

Carriage on Surface road

Quantity141.66

Rate2221

Amount 314650.94

PAVEMENT WORK

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity31.86

Rate296

Amount 9438.84

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

Quantity16.45

Rate85

Amount 1406.15

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

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

Haulage

Quantity148.56

Rate4

Amount 616.52

protective works

Quantity-

Rate-

Amount -

Carriage of Stock Materials:

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

Quantity268.38

Rate24

Amount 6518.95

PWD Road to Namok

Quantity-

Rate-

Amount -

loading & unloading

Quantity10046.39

Rate4

Amount 41692.52

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

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

LEAD -40 KM

Quantity-

Rate-

Amount -

Carriage of stone chips from Rangpo

Quantity-

Rate-

Amount -

Haulage

Quantity18.63

Rate4

Amount 77.31

Carriage of non-stock material stone lead= 20km

Quantity98.6

Rate162

Amount 15973.2

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

Loading&Unloading

Quantity3.71

Rate296

Amount 1099.12

WBM I

Quantity-

Rate-

Amount -

Haulage

Quantity24613.88

Rate4

Amount 102147.6

haulage

Quantity8632.38

Rate4

Amount 35824.38

Carriage of Stone (Lead 20Km)

Quantity-

Rate-

Amount -

Haulage

Quantity1098.17

Rate4

Amount 4557.41

Haulage

Quantity7410.5

Rate4

Amount 30753.58

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

Stone aggregates

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity59.53

Rate314

Amount 18720.99

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

Carriage of Non-Stock Materials: Stone Chips

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity45.02

Rate314

Amount 14157.89

Haulage

Quantity21470.87

Rate4

Amount 89104.11

Stone Dust

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. By manual means. For Grading III Material

Quantity641.89

Rate2221

Amount 1425749.59

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

KALUK TO BOOM

Quantity-

Rate-

Amount -

Carriage of Stone (Lead 40 Km)

Quantity-

Rate-

Amount -

WBM III

Quantity-

Rate-

Amount -

b) Haulage ( Surface road)

Quantity2388

Rate4

Amount 9910.2

RD 2000 to 2100

Quantity-

Rate-

Amount -

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

Haulage

Quantity7213.8

Rate4

Amount 29937.27

Haulage

Quantity143586.46

Rate4

Amount 595883.81

b) Haulage ( Surface road) (50 KM)

Quantity1910.23

Rate4

Amount 7927.45

Carriage on Surface road

Quantity5110.6

Rate4

Amount 21208.99

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

Quantity414.18

Rate162

Amount 67097.16

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

Quantity36

Rate1356

Amount 48834

Carriage of Stone (Lead 10 Km)

Quantity-

Rate-

Amount -

HILL SIDE DRAIN

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity55.85

Rate314

Amount 17563.71

RENEWAL (PART-B):Pavement & Surfacing Work

Quantity1520.82

Rate51

Amount 78200.56

Loading & Unloading

Quantity168.14

Rate162

Amount 27238.68

Lead

Quantity-

Rate-

Amount -

Carriage of sand lead= 34km

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity1501.81

Rate85

Amount 128374.72

b) Haulage ( Surface road)

Quantity689.28

Rate4

Amount 2860.51

maintenance informatory board

Quantity1

Rate13742

Amount 13742.19

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

Haulage

Quantity2984.85

Rate4

Amount 12387.13

lead = 25kms

Quantity238

Rate162

Amount 38556

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

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

lead = 20kms

Quantity228.33

Rate162

Amount 36989.46

200M stone (Precast)

Quantity20

Rate565

Amount 11310.6

Carriage on Surface road

Quantity3913.76

Rate4

Amount 16242.1

Carriage of Stock Materials:

Quantity-

Rate-

Amount -

Loading/ Unloading

Quantity71.98

Rate314

Amount 22636.27

Loading & Unloading

Quantity429.24

Rate162

Amount 69536.88

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

b) Haulage ( Surface road)

Quantity32437.58

Rate4

Amount 134615.96

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

Loading & Unloading

Quantity94.43

Rate162

Amount 15297.66

b) Haulage ( Surface road)

Quantity3601.95

Rate4

Amount 14948.09

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 -

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 material

Quantity-

Rate-

Amount -

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 on Surface road

Quantity746.41

Rate4

Amount 3097.6

a) Loading and unloading

Quantity190.32

Rate162

Amount 30831.84

Loading & unloading

Quantity53.98

Rate314

Amount 16976.61

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

Quantity210.64

Rate1356

Amount 285734.01

Carriage of Stone Chips (120Km)

Quantity-

Rate-

Amount -

Haulage

Quantity2771.52

Rate4

Amount 11501.81

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

loading & unloading

Quantity2149.14

Rate4

Amount 8918.93

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

Stone aggregates

Quantity-

Rate-

Amount -

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

loading & unloading

Quantity13090.19

Rate4

Amount 54324.29

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

Loading/ Unloading

Quantity714.32

Rate85

Amount 61060.07

Cost of Haulage for Non-Stock materials (Sand)

Quantity-

Rate-

Amount -

Carriage of stone dust

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Haulage

Quantity8637.3

Rate4

Amount 35844.8

Carriage of Sand. (Lead 40Km)

Quantity-

Rate-

Amount -

Carriage of Non- Stock Materials:mechanical means

Quantity-

Rate-

Amount -

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

Loading/ Unloading

Quantity398.55

Rate51

Amount 20437.64

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

Loading & Unloading

Quantity54.52

Rate85

Amount 4660.37

a) Loading and unloading

Quantity434.73

Rate162

Amount 70426.26

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

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

PROTECTION WALL(BREAST WALL & RETAINING WALL)

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

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

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

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

Quantity-

Rate-

Amount -

Cost of haulage

Quantity863.98

Rate4

Amount 3585.52

Haulage

Quantity3385.47

Rate4

Amount 14049.7

Carriage of Stone (Lead 40 Km)

Quantity-

Rate-

Amount -

Upper Gelling to Middle Gelling(Baiguney Gelling)

Quantity-

Rate-

Amount -

PAVEMENT AND SIDE DRAIN

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity318.35

Rate4

Amount 1321.15

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

Ordinery Rock (Manual Means )

Quantity280.8

Rate469

Amount 131768.21

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

lead = 23kms

Quantity-

Rate-

Amount -

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

B (i) COST ESTIMATE FOR POST RENEWAL WORK

Quantity-

Rate-

Amount -

Haulage

Quantity187.74

Rate4

Amount 779.12

Loading/Unloading

Quantity65.3

Rate162

Amount 10578.6

B).POST REHABILITATION

Quantity-

Rate-

Amount -

Carriage of stoneCHIPS

Quantity-

Rate-

Amount -

b) Haulage

Quantity284.5

Rate4

Amount 1180.68

c) Haulage ( Surface road) (20 KM)

Quantity10036.5

Rate4

Amount 41651.48

Carraige for Stock materials including Loading and Unloading

Quantity28.42

Rate296

Amount 8419.71

TOTAL COST FOR INITIAL REHABILITATION (PART-A)

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity554.82

Rate162

Amount 89880.84

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

b) Haulage ( Surface road) (50KM)

Quantity3978.08

Rate4

Amount 16509.03

Haulage (within 3km radius)

Quantity4259.89

Rate4

Amount 17678.54

Loading & Unloading

Quantity47.58

Rate85

Amount 4067.14

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

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

Carriage on Surface road

Quantity326.65

Rate4

Amount 1355.6

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

RESHI KUTTUTAR TO AGRIGAON

Quantity-

Rate-

Amount -

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Loading&Unloading

Quantity27.69

Rate162

Amount 4485.78

Haulage

Quantity5645.65

Rate4

Amount 23429.45

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

Haulage

Quantity349.26

Rate4

Amount 1449.43

Carriage of Stone Chips (10Km)

Quantity-

Rate-

Amount -

Carriage of stone /stone dust from Rangpo:

Quantity-

Rate-

Amount -

Haulage

Quantity3380.24

Rate4

Amount 14028

Back Filling

Quantity-

Rate-

Amount -

Sand

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity78.54

Rate85

Amount 6713.6

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

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

Item

Quantity-

Rate-

Amount -

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

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

haulage

Quantity54420.7

Rate4

Amount 225845.91

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

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

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

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

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

Loading/ Unloading

Quantity365.98

Rate162

Amount 59288.76

Carriage of Stock Materials (Lead 10 Km)

Quantity-

Rate-

Amount -

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

LEAD -113KM

Quantity-

Rate-

Amount -

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

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 -

Carriage of Non- Stock Materials:mechanical means

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity242.39

Rate162

Amount 39267.18

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

Pelling Darap SPWD road 8th Km to Sangyang

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 side

Quantity375.45

Rate39

Amount 14920.38

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

Loading & unloading

Quantity525.89

Rate162

Amount 85194.18

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

Quantity-

Rate-

Amount -

TOTAL OF PAVEMENT WORKS

Quantity-

Rate-

Amount -

Haulage

Quantity20246.86

Rate4

Amount 84024.47

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 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

Carriage of Sand. (Lead 50 Km)

Quantity-

Rate-

Amount -

b) Haulage ( Surface road)

Quantity7260.86

Rate4

Amount 30132.57

haulage

Quantity36617.9

Rate4

Amount 151964.29

haulage

Quantity282.87

Rate4

Amount 1173.89

B/W

Quantity48.17

Rate469

Amount 22604.25

Cost of haulage

Quantity14467.14

Rate4

Amount 60038.63

Ordinery Rock (Manual Means )

Quantity206.19

Rate469

Amount 96756.72

Carriage of Non-Stock Materials: Sand

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity-

Rate-

Amount -

b) Haulage ( Surface road)

Quantity9182.25

Rate4

Amount 38106.34

Consumption of Cements/steel/Bitumen Emulsion

Quantity-

Rate-

Amount -

Carriage of Stock Materials

Quantity-

Rate-

Amount -

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

Carriage of Stone Chips (120Km)

Quantity-

Rate-

Amount -

PWD road to L/Lingdum

Quantity-

Rate-

Amount -

Penlong To Thami Dara

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity116.15

Rate162

Amount 18816.3

b) Haulage ( Surface road)

Quantity65818.37

Rate4

Amount 273146.24

Carriage on Surface road

Quantity47135.55

Rate4

Amount 195612.53

Haulage (within 5km radius)

Quantity237.87

Rate4

Amount 987.16

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

loading & unloading

Quantity11.93

Rate85

Amount 1019.78

Carriage of Stock Materials (Lead 120 Km)

Quantity-

Rate-

Amount -

b) Haulage ( Surface road) (40KM)

Quantity7822.17

Rate4

Amount 32462.01

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

Haulage

Quantity5290.35

Rate4

Amount 21954.95

Carriage of stock material lead= 10km

Quantity19.15

Rate296

Amount 5673.38

Cost of haulage

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

Loading & Unloading

Quantity525.89

Rate162

Amount 85194.18

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

LOWER LINGTM TO SUBANEYDARA,

Quantity-

Rate-

Amount -

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

b) Haulage ( Surface road) (40 KM)

Quantity8221.4

Rate4

Amount 34118.81

b) Haulage ( Surface road) (50KM)

Quantity3199.76

Rate4

Amount 13279

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

b) Haulage

Quantity51.68

Rate4

Amount 214.47

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

Carriage on Surface road

Quantity2356.14

Rate4

Amount 9777.98

Loading&Unloading

Quantity183.58

Rate162

Amount 29739.96

Lead

Quantity-

Rate-

Amount -

Carriage of Sand. (Lead 40Km)

Quantity-

Rate-

Amount -

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

Haulage

Quantity6477.98

Rate4

Amount 26883.62

Throwing of spoils obtained from slip clearance

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

RD 800 to 900

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity59.7

Rate296

Amount 17686.72

Loading & Unloading

Quantity1934.89

Rate4

Amount 8029.79

Carriage of Non-Stock Materials (Stone )

Quantity88.95

Rate162

Amount 14409.9

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

Item

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)

Quantity413.44

Rate10210

Amount 4221560.7

Carriage on Surface road

Quantity1480.5

Rate4

Amount 6144.08

b) Haulage ( Surface road) (50KM)

Quantity676.8

Rate4

Amount 2808.72

WBM II

Quantity-

Rate-

Amount -

Carriage of Stock Materials: Cement and GI wire

Quantity-

Rate-

Amount -

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

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)

Quantity373.87

Rate10210

Amount 3817541.71

loading & unloading

Quantity1549.91

Rate4

Amount 6432.13

Carriage of stock material lead= 34km

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity5569.71

Rate4

Amount 23114.3

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

Quantity672.14

Rate162

Amount 108886.68

Carriage on Surface road

Quantity2773.8

Rate4

Amount 11511.27

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

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

Quantity69

Rate314

Amount 21699.12

Loading & Unloading

Quantity19.91

Rate85

Amount 1701.91

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

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

Loading/ Unloading

Quantity459.21

Rate51

Amount 23548.29

Carriage of Sand. (Lead 10 Km)

Quantity-

Rate-

Amount -

Carriage of sand

Quantity-

Rate-

Amount -

Premix (Haulage)

Quantity7989.5

Rate4

Amount 33156.43

Construction of 2m X 2m Cross Drain

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity12262

Rate4

Amount 50887.3

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

Haulage

Quantity2939.92

Rate4

Amount 12200.67

SLIP CLEARANCE WORKS

Quantity-

Rate-

Amount -

lead = 5kms

Quantity168.47

Rate85

Amount 14400.82

Carriage on Surface road

Quantity34003.66

Rate4

Amount 141115.19

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

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 -

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

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

Quantity-

Rate-

Amount -

b) Haulage ( Surface road) (40 KM)

Quantity5390.9

Rate4

Amount 22372.24

Informatory Sign Board with Logo

Quantity1

Rate13742

Amount 13742.19

WBM III

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity300.35

Rate85

Amount 25673.92

Loading&Unloading

Quantity80.84

Rate162

Amount 13096.08

B (i) COST ESTIMATE FOR POST RENEWAL WORK

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity1257.53

Rate4

Amount 5218.75

Providing and fixing 'Logo' of PMGSY Project

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity1200.51

Rate85

Amount 102619.59

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

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

Carriage of sand lead= 26km

Quantity26.87

Rate85

Amount 2296.85

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

Carriage of Non- Stock Materials:mechanical means

Quantity-

Rate-

Amount -

Carriage of Non-Stock Materials (Stone )

Quantity80.91

Rate162

Amount 13107.42

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

Quantity-

Rate-

Amount -

haulage

Quantity6380.1

Rate4

Amount 26477.42

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

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

Quantity280

Rate500

Amount 140000

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

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/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 -

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

Carriage on Surface road

Quantity424.47

Rate4

Amount 1761.55

Carriage of stone chips

Quantity-

Rate-

Amount -

Citizen Informatory Board

Quantity1

Rate13742

Amount 13742.19

Carriage on Surface road

Quantity3699.14

Rate4

Amount 15351.43

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

Carriage of Stone (Lead 40 Km)

Quantity-

Rate-

Amount -

Carriage of stone chips lead= 36km

Quantity-

Rate-

Amount -

Loading/Unloading

Quantity12.48

Rate162

Amount 2021.76

Haulage

Quantity69417.81

Rate4

Amount 288083.91

loading & unloading

Quantity107.23

Rate4

Amount 445

SLIP CLEARANCE

Quantity-

Rate-

Amount -

Tack Coat (Loading&Unloading)

Quantity66.58

Rate314

Amount 20938.08

lead = 36kms

Quantity19.49

Rate162

Amount 3157.38

b) Haulage ( Surface road)

Quantity110227.56

Rate4

Amount 457444.37

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

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

Carriage on Surface road

Quantity125707.98

Rate4

Amount 521688.12

lead = 5kms

Quantity84.76

Rate85

Amount 7245.28

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

NH31A to Tumlabong

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.

Quantity1150

Rate1021

Amount 1175150.5

Loading/ Unloading

Quantity17.26

Rate30

Amount 533.68

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 -

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

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

b) Haulage ( Surface road) (20 KM)

Quantity2376

Rate4

Amount 9860.4

Carriage on Surface road

Quantity-

Rate-

Amount -

PAVEMENT WORK

Quantity-

Rate-

Amount -

Lead=40Km

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity33.92

Rate296

Amount 10049.14

ROAD SIGNAGES

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity191.54

Rate4

Amount 794.89

Haulage

Quantity141.85

Rate4

Amount 588.68

Throwing of spoils from slip clerance lead-5 km

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity5629.22

Rate4

Amount 23361.26

Loading & Unloading

Quantity31.02

Rate314

Amount 9755.17

Carriage on Surface road

Quantity5264.63

Rate4

Amount 21848.21

SURFACE RENEWAL WORKS

Quantity-

Rate-

Amount -

Haulage

Quantity2596.47

Rate4

Amount 10775.35

Loading & Unloading

Quantity18.73

Rate296

Amount 5548.95

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

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 -

Loading/Unloading

Quantity3.57

Rate162

Amount 578.34

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

Carriage of Non- Stock Materials:mechanical means

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity8111.18

Rate4

Amount 33661.4

a) Loading and unloading

Quantity106.28

Rate85

Amount 9084.81

Lead

Quantity-

Rate-

Amount -

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

Back Filling (Haulage)

Quantity38378.61

Rate4

Amount 159271.23

(B/W)

Quantity119.34

Rate461

Amount 55092.12

TOTAL OF PROTECTIVE WORK

Quantity211.91

Rate39

Amount 8421.3

Carriage on Surface road

Quantity-

Rate-

Amount -

loading & unloading

Quantity1087.27

Rate4

Amount 4512.17

b) Haulage ( Surface road) (40KM)

Quantity7241.04

Rate4

Amount 30050.32

Loading & Unloading

Quantity20.27

Rate85

Amount 1732.68

LEAD -110KM

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity37.6

Rate85

Amount 3214.05

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 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

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

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

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

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

Quantity12

Rate337

Amount 4048.8

a) Loading and unloading

Quantity38.5

Rate4

Amount 159.78

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

Quantity10.72

Rate296

Amount 3175.88

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

Haulage

Quantity9632.07

Rate4

Amount 39973.09

Consumption of Cements/steel/Bitumen Emulsion

Quantity-

Rate-

Amount -

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

Quantity32

Rate337

Amount 10796.8

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 -

Carriage on Surface road

Quantity-

Rate-

Amount -

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

Loading & Unloading

Quantity70.97

Rate85

Amount 6066.52

LEAD -34KM

Quantity-

Rate-

Amount -

Loading&Unloading

Quantity189.77

Rate162

Amount 30742.74

B (i) COST ESTIMATE FOR POST RENEWAL WORK

Quantity-

Rate-

Amount -

RENEWAL (PART-B):Pavement & Surfacing Work

Quantity-

Rate-

Amount -

iii) Road Furniture

Quantity-

Rate-

Amount -

ROAD FURNITURE

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)

Quantity403.2

Rate10210

Amount 4117026.82

Carriage of Stone

Quantity-

Rate-

Amount -

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

Carriage on Surface road

Quantity4390.9

Rate4

Amount 18222.24

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

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 -

Loading&Unloading

Quantity243.99

Rate162

Amount 39526.38

Carriage of Non-Stock Materials: Stone Chips

Quantity-

Rate-

Amount -

RCR FROM RABONG. TO UPPER DEYTHANG

Quantity-

Rate-

Amount -

B) Post Renewal

Quantity-

Rate-

Amount -

Carraige for Stock materials including Loading and Unloading(Cement )

Quantity6.37

Rate296

Amount 1887.18

Carriage of stone

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity667.44

Rate85

Amount 57052.77

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

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

SLIP CLEARANCE

Quantity-

Rate-

Amount -

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

a) Loading and unloading

Quantity29.88

Rate296

Amount 8851.51

Lead

Quantity-

Rate-

Amount -

Haulage

Quantity2446.69

Rate4

Amount 10153.76

Item

Quantity-

Rate-

Amount -

Haulage (within 3km radius)

Quantity3431.23

Rate4

Amount 14239.6

TOTAL OF DRAINAGE WORKS

Quantity-

Rate-

Amount -

Carriage of Non stock material

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)

Quantity404.58

Rate10210

Amount 4131098.69

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

Carriage of Stone (Lead 20 Km)

Quantity-

Rate-

Amount -

b) Haulage (2 KM)

Quantity1434.91

Rate4

Amount 5954.88

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

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

Carriage of Stock Materials (Lead 120 Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity86.95

Rate85

Amount 7432.49

Within 5Km radius

Quantity-

Rate-

Amount -

LEAD -34KM

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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

Quantity118.34

Rate162

Amount 19171.08

200 m stone (precast)

Quantity17

Rate565

Amount 9614.01

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

Carriage on Surface road

Quantity377.75

Rate4

Amount 1567.66

NAMCHI PHONG TO BIKMAT

Quantity-

Rate-

Amount -

Lead

Quantity-

Rate-

Amount -

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

Carriage on Surface road

Quantity73935.48

Rate4

Amount 306832.24

Carriage on unSurface gravel road

Quantity565.25

Rate4

Amount 2820.6

Loading&Unloading

Quantity31.35

Rate85

Amount 2679.8

Carriage of stone /stone dust :

Quantity-

Rate-

Amount -

RENEWAL WORKS (PART B)

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity45559.34

Rate4

Amount 189071.26

Throwing of spoils, Loading and unloading.

Quantity621.6

Rate85

Amount 53134.37

Lead=40Km

Quantity-

Rate-

Amount -

Carriage of stonechips

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity45.83

Rate85

Amount 3917.55

Loading & Unloading

Quantity14.33

Rate296

Amount 4245.41

Item

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 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

Loading & Unloading

Quantity301.19

Rate162

Amount 48792.78

Loading & Unloading

Quantity836.15

Rate85

Amount 71474.1

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

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

Quantity-

Rate-

Amount -

Lead=30 Km

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

loading & unloading

Quantity645.35

Rate4

Amount 2678.2

Carriage of Non-Stock Materials: Sand

Quantity-

Rate-

Amount -

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 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

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

Throwing of spoils obtained from slip clearence work Lead 10 Km

Quantity-

Rate-

Amount -

Loading/ Unloading

Quantity78.41

Rate30

Amount 2424.44

Haulage

Quantity221.19

Rate4

Amount 917.94

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

Quantity-

Rate-

Amount -

200M stone (Precast)

Quantity22

Rate565

Amount 12441.66

Throwing of spoils obtained from slip clearence work

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 -

Lead

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity450.52

Rate85

Amount 38510.45

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

Carriage on Surface road

Quantity1555.4

Rate4

Amount 6454.91

Loading/ Unloading

Quantity239.52

Rate162

Amount 38802.24

Haulage

Quantity5155.04

Rate4

Amount 21393.42

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

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

RD 800 to 900

Quantity-

Rate-

Amount -

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 -

Carriage on Surface road

Quantity18223.73

Rate4

Amount 75628.48

Carriage of stone dust

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

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

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

LEAD -105KM

Quantity18.43

Rate314

Amount 5795.87

Carriage on Surface road

Quantity25900.56

Rate4

Amount 107487.32

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

Loading/ Unloading

Quantity6.26

Rate296

Amount 1854.59

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 -

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

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

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

haulage

Quantity184.31

Rate4

Amount 764.89

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage of Non-Stock Materials: Stone

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity116.67

Rate85

Amount 9972.95

Loading & Unloading

Quantity788.84

Rate162

Amount 127792.08

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

Quantity35.35

Rate162

Amount 5726.7

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

a) Loading and unloading

Quantity29.8

Rate296

Amount 8828.55

Carriage on Surface road

Quantity339.16

Rate4

Amount 1407.51

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

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

B/W

Quantity43.44

Rate1356

Amount 58926.36

TOTAL COST FOR INITIAL REHABILITATION (PART-A)

Quantity-

Rate-

Amount -

Haulage

Quantity7050.75

Rate4

Amount 29260.61

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

Quantity40.5

Rate314

Amount 12736.44

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

Loading/ Unloading

Quantity26.43

Rate85

Amount 2259.24

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

Carriage on unSurface gravel road

Quantity1857.25

Rate4

Amount 9267.68

PAVEMENT AND 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 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

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

SURFACE DRAINAGE WORKS

Quantity-

Rate-

Amount -

haulage

Quantity7280.21

Rate4

Amount 30212.87

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

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

loading & unloading

Quantity779.82

Rate4

Amount 3236.25

Carriage of Non-Stock Materials (Sand )

Quantity26.18

Rate85

Amount 2237.87

b) Haulage ( Surface road)

Quantity1963.4

Rate4

Amount 8148.11

Consumption of Cements/steel/Bitumen Emulsion

Quantity-

Rate-

Amount -

Carriage of Stone Chips (120Km)

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.

Quantity947.95

Rate2221

Amount 2105565.04

Carriage of Stock Material

Quantity-

Rate-

Amount -

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

b) Haulage ( Surface road) (50KM)

Quantity26.46

Rate4

Amount 132.04

PAVEMENT WORK

Quantity-

Rate-

Amount -

Consumption of Cements/steel/Bitumen Emulsion

Quantity-

Rate-

Amount -

Carriage of non-stock material stone lead= 25km

Quantity-

Rate-

Amount -

Maintenance board

Quantity1

Rate13742

Amount 13742.19

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

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

Quantity-

Rate-

Amount -

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

Chewang to Phamtam

Quantity-

Rate-

Amount -

Haulage

Quantity10559.86

Rate4

Amount 43823.42

PRADHAN GAON TO ARITAR

Quantity-

Rate-

Amount -

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

Quantity11

Rate337

Amount 3711.4

Carriage of stone chips lead= 26km

Quantity53.33

Rate162

Amount 8639.46

Haulage

Quantity3654.47

Rate4

Amount 15166.05

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

Tack Coat Loading&Unloading

Quantity24.29

Rate314

Amount 7638.72

Loading/Unloading

Quantity0.93

Rate296

Amount 275.52

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

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

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

RD 2000 to 2100

Quantity-

Rate-

Amount -

UPPER SAMSING TO CHANGEY TOKCHI

Quantity-

Rate-

Amount -

lead = 36kms

Quantity9.74

Rate85

Amount 832.58

haulage

Quantity-

Rate-

Amount -

Premix Haulage

Quantity2914.8

Rate4

Amount 12096.42

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

Quantity116.15

Rate162

Amount 18816.3

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

b) Haulage ( Surface road) (30KM)

Quantity896.33

Rate4

Amount 3719.75

ii) Pavement & Surfacing Work

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity32.32

Rate314

Amount 10163.99

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

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

Carriage on Surface road

Quantity3560.25

Rate4

Amount 14775.04

Haulage

Quantity8866.46

Rate4

Amount 36795.81

lead = 26kms

Quantity26.86

Rate162

Amount 4351.32

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.

Quantity168.33

Rate2221

Amount 373885.38

Kaluk SPWD Road to Tadong Juabari

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

Cost of Haulage for Stock materials

Quantity-

Rate-

Amount -

b) Haulage ( Surface road)

Quantity5402.92

Rate4

Amount 22422.12

loading & unloading

Quantity1285.51

Rate4

Amount 5334.87

Carriage of Stone Chips (120Km)

Quantity-

Rate-

Amount -

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

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

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

Loading & unloading

Quantity32.57

Rate314

Amount 10242.61

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

Loading & Unloading

Quantity73.89

Rate314

Amount 23236.04

a) Loading and unloading

Quantity582.86

Rate162

Amount 94423.32

b) Haulage (2 KM)

Quantity1434.91

Rate4

Amount 5954.88

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

b) Haulage ( Surface road) (40 KM)

Quantity10221.2

Rate4

Amount 42417.98

Throwing of spoils all complete

Quantity-

Rate-

Amount -

haulage

Quantity1570.59

Rate4

Amount 6517.95

Carriage on Surface road

Quantity3652.05

Rate4

Amount 15156.01

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

Carriage of Stone chips (Lead 40Km)

Quantity-

Rate-

Amount -

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

PAVEMENT AND SIDE DRAIN

Quantity-

Rate-

Amount -

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

haulage

Quantity1411.97

Rate4

Amount 5859.68

Carriage of Cements/steel/Bitumen Emulsion

Quantity-

Rate-

Amount -

haulage

Quantity4042.16

Rate4

Amount 16774.96

Throwing of spoils

Quantity-

Rate-

Amount -

Carriage of Sand. (Lead 40 Km)

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

LEAD -36KM

Quantity-

Rate-

Amount -

SURFACE DRAINAGE WORKS

Quantity-

Rate-

Amount -

haulage

Quantity777.42

Rate4

Amount 3226.29

HILL SIDE DRAINGE WORK

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

Quantity229.75

Rate445

Amount 102254.83

Haulage

Quantity15814.28

Rate4

Amount 65629.26

Providing and fixing 'Logo' of PMGSY Project

Quantity-

Rate-

Amount -

Haulage

Quantity40410.47

Rate4

Amount 167703.45

Lead=60 Km

Quantity-

Rate-

Amount -

WBM II

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity229.64

Rate85

Amount 19629.2

Lead=40Km

Quantity-

Rate-

Amount -

Carriage of stone chips lead= 34km

Quantity-

Rate-

Amount -

b) Loading and unloading (spoils)

Quantity273.36

Rate106

Amount 29159.31

Carriage of Stone chips (Lead 40Km)

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity80803.8

Rate4

Amount 335335.77

TOTAL OF PROTECTIVE WORK

Quantity-

Rate-

Amount -

INITIAL REHABILITATION (PART-A):PROTECTIVE WORKS

Quantity121.28

Rate469

Amount 56909.51

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

Loading & unloading

Quantity317.29

Rate162

Amount 51400.98

Throwing of spoils within 5 km radius

Quantity-

Rate-

Amount -

lead = 26kms

Quantity13.43

Rate85

Amount 1148

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

Loading/ Unloading

Quantity146.71

Rate162

Amount 23767.02

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

Loading & Unloading

Quantity67.59

Rate314

Amount 21255.7

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

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

Quantity8

Rate3517

Amount 28143.04

Loading & Unloading

Quantity429.34

Rate162

Amount 69553.08

d) Haulage of Spoils (Kacha road 5KM)

Quantity2514.95

Rate4

Amount 10437.04

Hill Side Drain

Quantity-

Rate-

Amount -

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

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

Carriage of Stone (Lead 10Km)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity38.2

Rate296

Amount 11317.13

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

Loading&Unloading

Quantity11.64

Rate296

Amount 3448.47

Carriage on Surface road

Quantity3840.8

Rate4

Amount 15939.32

WBM III

Quantity-

Rate-

Amount -

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

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

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

Haulage

Quantity613.84

Rate4

Amount 2547.44

Carriage on Surface road

Quantity32106.91

Rate4

Amount 133243.68

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

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

Quantity-

Rate-

Amount -

Haulage

Quantity24232.51

Rate4

Amount 100564.92

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

haulage

Quantity2389.61

Rate4

Amount 9916.88

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

Carriage on Surface road

Quantity4228.94

Rate4

Amount 17550.1

Consumption of Cements/steel/Bitumen Emulsion

Quantity-

Rate-

Amount -

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

a) Loading and unloading

Quantity49.09

Rate85

Amount 4195.79

Lead

Quantity-

Rate-

Amount -

haulage

Quantity932.22

Rate4

Amount 3868.71

a) Loading and unloading

Quantity54.05

Rate85

Amount 4620.19

INITIAL REHABILITATION WORKS

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity108.1

Rate85

Amount 9240.39

haulage

Quantity795.4

Rate4

Amount 3300.91

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

B/W

Quantity92.29

Rate469

Amount 43308.01

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

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

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

Cost of haulage

Quantity77780.74

Rate4

Amount 322790.07

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

NSH to Lingdok

Quantity-

Rate-

Amount -

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

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 -

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

b) Haulage ( Surface road) (40 KM)

Quantity6702.2

Rate4

Amount 27814.13

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

Haulage

Quantity12910.48

Rate4

Amount 53578.49

Haulage

Quantity113795.62

Rate4

Amount 472251.82

Loading/ Unloading

Quantity28.42

Rate296

Amount 8419.71

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

lead = 34kms

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

Quantity1986.63

Rate51

Amount 102152.51

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 Non-Stock Materials (Sand )

Quantity34.91

Rate85

Amount 2984.11

Ordinary Kilometer stone (Precast)

Quantity5

Rate2464

Amount 12323.35

Carriage of stone dust

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity5.54

Rate296

Amount 1641.28

Carriage of stone

Quantity-

Rate-

Amount -

Carriage of Stock Materials:

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity824.59

Rate162

Amount 133583.58

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

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

Quantity428.51

Rate162

Amount 69417.81

Loading & Unloading

Quantity146.43

Rate162

Amount 23721.66

SPWD Road to Salghari School

Quantity-

Rate-

Amount -

RD 2000 to 2100

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity23854.19

Rate4

Amount 98994.89

Ordinery Rock (Manual Means )

Quantity227.71

Rate469

Amount 106855.19

a) Loading and unloading

Quantity17.23

Rate296

Amount 5104.56

Haulage

Quantity26304.18

Rate4

Amount 109162.35

a) Loading and unloading

Quantity417.38

Rate162

Amount 67614.75

haulage

Quantity1067.53

Rate4

Amount 4430.25

Loading & Unloading

Quantity680.21

Rate162

Amount 110194.02

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

Quantity-

Rate-

Amount -

Carriage of Stock Material

Quantity-

Rate-

Amount -

Carriage of Stock Materials (Lead 50 km)

Quantity-

Rate-

Amount -

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

Quantity88.88

Rate162

Amount 14398.56

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

Loading & Unloading

Quantity883.87

Rate162

Amount 143186.94

Carriage on Surface road

Quantity3722.4

Rate4

Amount 15447.96

Haulage

Quantity324

Rate4

Amount 1344.6

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 on Surface road

Quantity374.78

Rate4

Amount 1555.34

A) (i) Cost Estimate for Initial Rehabilitation Work

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity58.58

Rate162

Amount 9489.96

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

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

Haulage

Quantity22044.96

Rate4

Amount 91486.58

Loading & Unloading

Quantity40.53

Rate162

Amount 6565.86

Carriage of Stock Materials

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

Cost of haulage

Quantity2730.59

Rate4

Amount 11331.95

Throwing of spoils within 5 km radius

Quantity-

Rate-

Amount -

Carraige for Stock materials including Loading and Unloading

Quantity11.31

Rate296

Amount 3349.22

haulage

Quantity143.28

Rate4

Amount 594.61

iii) Granular Surface Treated with Primer

Quantity-

Rate-

Amount -

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 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 -

Lead=120 Km

Quantity-

Rate-

Amount -

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

Carriage of Stone Chips (120Km)

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

a) Loading and unloading

Quantity228.1

Rate162

Amount 36952.2

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

lead = 5kms

Quantity-

Rate-

Amount -

Carriage of Stock Materials

Quantity-

Rate-

Amount -

Carriage of Stock Materials (Lead 120 Km)

Quantity-

Rate-

Amount -

RESTORATION RAIN CUTS AND VEGETATION CLEARANCE

Quantity-

Rate-

Amount -

Carriage of Stone (Lead 40 Km)

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

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

Quantity15

Rate1356

Amount 20347.5

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

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

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

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

loading & unloading

Quantity91.61

Rate4

Amount 380.18

Carriage on Surface road

Quantity-

Rate-

Amount -

Carriage of Cements/steel/Bitumen Emulsion

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.

Quantity124.03

Rate2221

Amount 275494.49

Carriage of Non Stock Material

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity717.45

Rate85

Amount 61327.63

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

LEAD -26KM

Quantity138.21

Rate162

Amount 22390.02

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

Carriage of Stock Materials: Cement

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)

Quantity281.25

Rate10210

Amount 2871810

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

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

Quantity3.6

Rate1356

Amount 4883.4

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

Quantity75.41

Rate314

Amount 23713.36

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

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 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

Carriage of Non Stock Material

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity57.99

Rate314

Amount 18236.7

Carriage of Non-Stock Materials (Sand )

Quantity30.82

Rate85

Amount 2634.49

a) Loading and unloading

Quantity37.15

Rate296

Amount 11006.06

Carriage on Surface road

Quantity3412.57

Rate4

Amount 14162.17

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

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

Carriage of Sand.(Lead 10Km)

Quantity-

Rate-

Amount -

b) Haulage ( Surface road) (30 KM)

Quantity8938.97

Rate4

Amount 37096.73

Carriage of Stock Materials (Lead 130 Km)

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

Carriage of Stone (Lead 40Km)

Quantity-

Rate-

Amount -

Haulage

Quantity562

Rate4

Amount 2332.3

b) Haulage ( Surface road)

Quantity6958.36

Rate4

Amount 28877.19

Prime coat

Quantity-

Rate-

Amount -

Apron Wall (Loading&Unloading)

Quantity436.12

Rate162

Amount 70651.44

INITIAL REHABILITATION (PART-A):PROTECTIVE WORKS

Quantity105.3

Rate469

Amount 49413.08

loading & unloading

Quantity1082.64

Rate4

Amount 4492.96

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage of Stock Materials (Lead 120 Km)

Quantity-

Rate-

Amount -

maintenance informatory board

Quantity1

Rate13742

Amount 13742.19

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

Loading & Unloading

Quantity25.72

Rate296

Amount 7619.81

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

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

WBM I

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

Haulgae

Quantity3344.61

Rate4

Amount 13880.13

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

Loading & Unloading

Quantity439.36

Rate85

Amount 37556.49

a) Loading and unloading

Quantity426.57

Rate162

Amount 69104.34

B) POST RENEWAL

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

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

SLIP CLEARANCE WORKS

Quantity-

Rate-

Amount -

HILL SIDE DRAINGE WORK

Quantity-

Rate-

Amount -

Loading&Unloading

Quantity221.55

Rate162

Amount 35891.1

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

Loading & Unloading

Quantity23.1

Rate314

Amount 7264.49

b) Haulage ( Surface road)

Quantity8004.33

Rate4

Amount 33217.97

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

b) Haulage ( Surface road)

Quantity118850.52

Rate4

Amount 493229.66

Carriage of Stone

Quantity-

Rate-

Amount -

TOTAL OF DRAINAGE WORKS

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity59.7

Rate85

Amount 5103.16

Carriage of sand lead= 36km

Quantity-

Rate-

Amount -

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

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

a) Loading and unloading

Quantity1654.78

Rate162

Amount 268074.36

GI Wire

Quantity-

Rate-

Amount -

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

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

Loading & Unloading

Quantity4338.22

Rate4

Amount 18003.61

a) Loading and unloading

Quantity344.25

Rate85

Amount 29426.49

lead = 34kms

Quantity-

Rate-

Amount -

PROTECTION WALL(BREAST WALL & RETAINING WALL)

Quantity-

Rate-

Amount -

Carriage of Stock Materials

Quantity-

Rate-

Amount -

Carriage of Stone (Lead 50 Km)

Quantity-

Rate-

Amount -

Carriage of Stock Materials (Lead 30 km)

Quantity-

Rate-

Amount -

b) Haulage ( Surface road) (20 KM)

Quantity82.74

Rate4

Amount 343.37

INITIAL REHABILITATION WORKS (PART A)

Quantity-

Rate-

Amount -

SURFACE RENEWAL WORKS

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity232.68

Rate162

Amount 37694.16

loading & unloading

Quantity7.61

Rate85

Amount 650.08

Consumption of Cements/steel/Bitumen Emulsion

Quantity-

Rate-

Amount -

RENEWAL (PART-B):Pavement & Surfacing Work

Quantity-

Rate-

Amount -

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

B/W

Quantity130.13

Rate2125

Amount 276634.26

ROAD FURNITURE

Quantity-

Rate-

Amount -

Carriage of Stone (Lead 10 Km)

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

LEAD -40KM

Quantity-

Rate-

Amount -

Carriage of Stone (Lead 40Km)

Quantity-

Rate-

Amount -

Lead=120 Km

Quantity-

Rate-

Amount -

INITIAL REHABILITATION WORKS

Quantity-

Rate-

Amount -

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 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

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

Quantity16.43

Rate469

Amount 7709.94

Carriage of Non-Stock Materials: Stone

Quantity-

Rate-

Amount -

haulage

Quantity-

Rate-

Amount -

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

B) Post Renewal

Quantity-

Rate-

Amount -

Throwing of spoils all complete

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity43.48

Rate85

Amount 3716.24

a) Loading and unloading

Quantity30.02

Rate314

Amount 9440.69

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

Loading & Unloading

Quantity233.34

Rate162

Amount 37801.08

CONSTRUCTION OF 4 m SPAN CULVERT

Quantity1

Rate1118899

Amount 1118899.7

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

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

haulage

Quantity-

Rate-

Amount -

Loading/Unloading

Quantity219.15

Rate162

Amount 35502.3

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

haulage

Quantity3995

Rate4

Amount 16579.25

Haulage

Quantity3908.38

Rate4

Amount 16219.78

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

Haulage

Quantity19496.4

Rate4

Amount 80910.06

Water Bound Macadam (Grade-III)

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity53.2

Rate314

Amount 16730.34

a) Loading and unloading

Quantity582.59

Rate85

Amount 49800.01

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

Quantity57.75

Rate4062

Amount 234603.6

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

Quantity16.2

Rate1356

Amount 21975.3

Loading/ Unloading

Quantity1450.37

Rate162

Amount 234959.94

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

Gurung gaon to Assingthang Tourist Village

Quantity-

Rate-

Amount -

Carriage of Non-Stock Materials (Stone )

Quantity66.71

Rate162

Amount 10807.02

b) Haulage ( Surface road)

Quantity5320

Rate4

Amount 22078

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

b) Haulage ( Surface road)

Quantity23728.72

Rate4

Amount 98474.19

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

Melli Phong to Bikmat

Quantity-

Rate-

Amount -

b) Haulage

Quantity1138.32

Rate4

Amount 4724.03

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

a) Loading and unloading

Quantity717.45

Rate85

Amount 61327.63

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

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

Consumption of Cements/steel/Bitumen Emulsion

Quantity-

Rate-

Amount -

Carriage of stone /stone dust

Quantity-

Rate-

Amount -

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

loading & unloading

Quantity71.6

Rate162

Amount 11598.39

Loading & Unloading

Quantity14.59

Rate296

Amount 4322.43

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

Quantity-

Rate-

Amount -

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

Haulage

Quantity310.75

Rate4

Amount 1289.61

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

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

Loading & unloading

Quantity613.54

Rate162

Amount 99393.48

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

Quantity-

Rate-

Amount -

Informatory Sign Board with Logo

Quantity1

Rate13742

Amount 13742.19

Carriage of Stone

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

TOTAL OF DRAINAGE WORKS

Quantity-

Rate-

Amount -

ii) Drainage Work

Quantity-

Rate-

Amount -

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

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

Quantity-

Rate-

Amount -

loading & unloading

Quantity15.09

Rate162

Amount 2444.58

haulage

Quantity-

Rate-

Amount -

haulage

Quantity1542.91

Rate4

Amount 6403.08

PROTECTIVE WORK , SLIP CLEAREANCE AND RESTORATION RAIN CUTS

Quantity-

Rate-

Amount -

Loading & unloading

Quantity149.1

Rate162

Amount 24154.2

Lead=40Km

Quantity-

Rate-

Amount -

Carriage of non-stock material stone lead= 23km

Quantity-

Rate-

Amount -

Loading & unloading

Quantity62.98

Rate314

Amount 19805.95

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

ROAD FURNITURE

Quantity-

Rate-

Amount -

Carriage of Stock Material

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.

Quantity1175

Rate1021

Amount 1200697.25

Carriage of Non- Stock Materials:mechanical means

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity28.45

Rate296

Amount 8428.6

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

Loading & Unloading

Quantity53.17

Rate314

Amount 16720.9

Lead

Quantity-

Rate-

Amount -

Loading/ Unloading

Quantity24.67

Rate296

Amount 7308.73

Fixing of Ordinary KM stone

Quantity4

Rate2464

Amount 9858.68

a) Loading and unloading

Quantity93.43

Rate162

Amount 15134.85

Loading/ Unloading

Quantity705.08

Rate85

Amount 60270.24

Prime coat

Quantity-

Rate-

Amount -

Loading/Unloading

Quantity17.05

Rate296

Amount 5051.23

haulage

Quantity31311.69

Rate4

Amount 129943.51

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

Haulage

Quantity1518.28

Rate4

Amount 6300.86

RD 800 to 900

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

Loading & Unloading

Quantity333.37

Rate162

Amount 54005.94

b) Haulage ( Surface road)

Quantity48656.38

Rate4

Amount 201923.98

600 cm Equilateral Triangle

Quantity32

Rate4789

Amount 153265.28

c) Haulage

Quantity4187.04

Rate4

Amount 17376.22

PAVEMENT AND SIDE DRAIN

Quantity-

Rate-

Amount -

Ordinary Kilometer stone (Precast)

Quantity6

Rate2464

Amount 14788.02

b) Haulage ( Surface road) (50KM)

Quantity7225.94

Rate4

Amount 29987.65

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

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

Carriage on Surface road

Quantity63504.44

Rate4

Amount 263543.43

Loading & Unloading

Quantity127.53

Rate85

Amount 10901.26

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

Quantity2.7

Rate1076

Amount 2905.25

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

Stone

Quantity-

Rate-

Amount -

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

Loading & Unloading

Quantity1428.5

Rate162

Amount 231417

a) Loading and unloading

Quantity1323.01

Rate296

Amount 391954.94

a) Loading and unloading

Quantity108

Rate162

Amount 17496

loading & unloading

Quantity642.6

Rate4

Amount 2666.79

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 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 -

LEAD -26KM

Quantity216.74

Rate162

Amount 35111.88

Carriage of Stone (Lead 40 Km)

Quantity-

Rate-

Amount -

Loading/ Unloading

Quantity97.83

Rate85

Amount 8362.51

Throwing of spoils from slip clerance lead-5 km

Quantity-

Rate-

Amount -

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

TOTAL OF PAVEMENT WORKS

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

Loading & Unloading

Quantity741.05

Rate85

Amount 63344.95

Citizen Informatory Board

Quantity1

Rate13742

Amount 13742.19

M. Chongrang Mangsabong 7th Km SPWD road to Bhirkuna

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.

Quantity800

Rate1021

Amount 817496

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

Carriage on Surface road

Quantity13525.5

Rate4

Amount 56130.83

haulage

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

Quantity3900

Rate51

Amount 200538

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

RD 800 to 900

Quantity-

Rate-

Amount -

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

Quantity8.33

Rate296

Amount 2467.82

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

b) Haulage ( Surface road)

Quantity72083.52

Rate4

Amount 299146.61

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

Carriage on Surface road

Quantity4864.5

Rate4

Amount 20187.68

Haulage

Quantity2006.3

Rate4

Amount 8326.15

Carriage of Stock Materials (Lead 50 Km)

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/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

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

Quantity-

Rate-

Amount -

Carriage of stock material lead= 11km

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity-

Rate-

Amount -

Throwing of spoils within 5 km radius

Quantity-

Rate-

Amount -

a) Loading and unloading

Quantity430.31

Rate162

Amount 69710.63

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

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

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

LOWER THEKABONG TO UPPER THEKABONG

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity54.61

Rate296

Amount 16178.76

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.

Quantity10560

Rate31

Amount 328204.8

Carriage on Surface road

Quantity15578.53

Rate4

Amount 64650.9

LEAD -36KM

Quantity-

Rate-

Amount -

Haulage

Quantity664.91

Rate4

Amount 2759.38

Haulage

Quantity1800.07

Rate4

Amount 7470.29

Consumption of Cements/steel/Bitumen Emulsion

Quantity-

Rate-

Amount -

Carriage of Sand. (Lead 40 Km)

Quantity-

Rate-

Amount -

Throwing of spoils all complete

Quantity-

Rate-

Amount -

Haulage

Quantity11182.75

Rate4

Amount 46408.41

Ordinery Rock (Manual Means )

Quantity113.24

Rate469

Amount 53139

Carriage of stone dust

Quantity-

Rate-

Amount -

Cost of haulage

Quantity9660.31

Rate4

Amount 40090.29

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

Quantity734.58

Rate162

Amount 119001.96

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 -

Loading & Unloading

Quantity7.2

Rate296

Amount 2133.07

Carriage on Surface road

Quantity5118.75

Rate56

Amount 288441.56

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 -

a) Loading and unloading

Quantity66.7

Rate314

Amount 20975.82

i) PROTECTIVE WORK

Quantity-

Rate-

Amount -

Haulage

Quantity648.82

Rate4

Amount 2692.6

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

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

Haulage

Quantity5223.52

Rate4

Amount 21677.61

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity-

Rate-

Amount -

Carriage of Sand. (Lead 50Km)

Quantity-

Rate-

Amount -

Haulage

Quantity10470.52

Rate4

Amount 43452.66

Carriage of Non-Stock Materials (Stone Chips )

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

c) Haulage ( Surface road) (40 KM)

Quantity38256.32

Rate4

Amount 158763.73

Carriage of Non Stock Material

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Hill Side Drain

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.

Quantity152.5

Rate445

Amount 67873.18

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 -

Loading & unloading

Quantity257.54

Rate162

Amount 41721.48

Carriage of stone /stone dust

Quantity-

Rate-

Amount -

INITIAL REHABILITATION

Quantity-

Rate-

Amount -

Carriage of stone

Quantity-

Rate-

Amount -

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)

Quantity580

Rate500

Amount 290000

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 -

Consumption of Cements/steel/Bitumen Emulsion

Quantity-

Rate-

Amount -

Throwing of spoils, Loading and unloading.

Quantity771.72

Rate85

Amount 65966.63

Loading & Unloading

Quantity279.7

Rate85

Amount 23908.76

haulage

Quantity40493.72

Rate4

Amount 168048.94

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

Carriage of Stock Materials (Lead 30 km)

Quantity-

Rate-

Amount -

600 mm Equilateral Triangle

Quantity24

Rate4789

Amount 114948.96

a) Loading and unloading

Quantity598.35

Rate162

Amount 96932.7

PROTECTION WALL(BREAST WALL & RETAINING WALL)

Quantity-

Rate-

Amount -

SURFACE DRAINAGE WORKS

Quantity689

Rate1021

Amount 704068.43

Carraige for Stock materials including Loading and Unloading

Quantity37.15

Rate296

Amount 11006.06

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

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

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