Rural Management And Development Department Tender

View complete overview of Sikkim Rural Management And Development Department Tender

Rural Management And Development Department Tender

Works

Civil And Construction

Road Construction

Eprocure

West Sikkim, Sikkim

Opening Date31 Jan 2024

Closing Date19 Feb 2024

Tender Amount₹ 17,63,03,300

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Costs

EMD
₹ 44,07,583
Document Cost
₹ 1,00,000
Tender Fee
Refer Documents

Description

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Tender Id
2024_CESDA_131702_22
Bid Award Id
View
Tender No
SKPMGSY III
Tender Authority
Rural Management And Development Department View
Purchaser Address
-
Website
http://pmgsytenders.gov.in

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Documents

Tender Notice-14.1 MBTendernotice_1.pdf

NIT

BOQ-1836.6 kBBOQ_207158.xls

BOQ

Document-311.2 MBsbd.pdf

SBD

Document-21.5 MBPMGSYADDENDUM.pdf

Document-167.1 kBTender_Detail_2024...Tender_Detail_2024_CESDA_131702_22.html

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BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201.1 By Manual Means

Quantity0.58

Rate50884

Amount 88494.12

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

Quantity21510

Rate63669

Amount 2.96

Dismentaling

Quantity-

Rate-

Amount -

Slab

Quantity-

Rate-

Amount -

Below foundation)

Quantity-

Rate-

Amount -

Removing Pipe

Quantity-

Rate-

Amount -

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Quantity1147.2

Rate293935

Amount 256.22

Laying and spreading available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 3 per cent slaked lime having minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade (Rate as per SOR2020)

Quantity-

Rate-

Amount -

Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Quantity573.6

Rate938690

Amount 1636.49

Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base

Quantity2258.55

Rate4896558

Amount 2168.01

Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base

Quantity2823.19

Rate5785841

Amount 2049.4

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

Quantity-

Rate-

Amount -

Prime Coat-

Quantity22585.5

Rate1034641

Amount 45.81

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(TACK COAT-)

Quantity22585.5

Rate344654

Amount 15.26

Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 25mm thickness by hot mix plant using hard aggregates of 13.2mm to 0.09mm (Type "B") as per table 500.15 of specification 509 of MORD, premixed with bituminous binder 60/70 grade (S-65,VG-30 Bulk) @ 23.75kg per 10sqm area, including cost of all materials (excluding seigniorage) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 tonnes as per MORD Specification 509 complete for finished item of work in all respects as directed by Engineer-in-charge

Quantity22585.5

Rate4853623

Amount 214.9

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity12074.21

Rate50107

Amount 4.15

Carriage on Un Surface road

Quantity121.96

Rate608

Amount 4.99

Loading & Unloading

Quantity81.31

Rate24088

Amount 296.26

Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (4% of Cement in CTSB)

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity9831

Rate40798

Amount 4.15

Carriage on Un Surface road

Quantity339

Rate1691

Amount 4.99

Loading & Unloading

Quantity226

Rate66954

Amount 296.26

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity254854.78

Rate1057647

Amount 4.15

Carriage on Un Surface road

Quantity8401.81

Rate41925

Amount 4.99

Loading & Unloading

Quantity3613.68

Rate308897

Amount 85.48

Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (5% of Cement in CTB)

Quantity-

Rate-

Amount -

a) Stone Chips For CTSB

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity9831

Rate40798

Amount 4.15

Carriage on Un Surface road

Quantity339

Rate1691

Amount 4.99

Loading & Unloading

Quantity226

Rate66954

Amount 296.26

a) Stone Chips For CTB

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity203883.83

Rate846117

Amount 4.15

Carriage on Un Surface road

Quantity6721.45

Rate33540

Amount 4.99

Loading & Unloading

Quantity2890.94

Rate247117

Amount 85.48

b) Stone Chips For MSS

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity157497.11

Rate653612

Amount 4.15

Carriage on Un Surface road

Quantity1769.63

Rate8830

Amount 4.99

Loading & Unloading

Quantity761.13

Rate65061

Amount 85.48

ROAD SIGNAGE

Quantity-

Rate-

Amount -

Informatory Sign board with Logo

Quantity1

Rate14388

Amount 14388.58

Fixing of citizen board

Quantity2

Rate28777

Amount 14388.58

Maintenance Information board

Quantity1

Rate14388

Amount 14388.58

i) 900mm equilateral triangle

Quantity23

Rate158804

Amount 6904.55

ii) 600mm Circular

Quantity7.67

Rate47841

Amount 6239.87

Fixing of 5th KM stone

Quantity1

Rate4182

Amount 4182.03

Fixing of Ordinary KM stone

Quantity5

Rate12118

Amount 2423.72

Fixing of 200mtr stone

Quantity23

Rate16041

Amount 697.45

Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702

Quantity1154.7

Rate253976

Amount 219.95

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

Quantity207

Rate922679

Amount 4457.39

HILL CUTTING

Quantity-

Rate-

Amount -

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in acordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

Quantity5718.6

Rate246014

Amount 43.02

Excavation in Ordinary Rock using Hydraulic Excavation and Tippers with disposal upto 1000 m.Excavation for roadway in ordinary rock wih hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines,grades and cross-sections as per Technical Specification Clause 302.3.5

Quantity635.4

Rate43976

Amount 69.21

Cost of haulage excluding loading and unloading.

Quantity22239

Rate92291

Amount 4.15

SLIP CLEARANCE

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.

Quantity4881.54

Rate323988

Amount 66.37

Cost of haulage excluding loading and unloading.

Quantity35570

Rate198124

Amount 5.57

Providing box drain of 30 cm (ht) x 45 cm (width) internal dimension with 1:2:4 Plum concrete (20mm & down) in side walls thickness of 23 cm (hill side) and 30 cm (road side) and 1:3:6 (20 mm & down) base concrete of thickness of 15 cm with standard specification over 15 cm stone soling including providing & laying guard stones complete, as per the direction of the Engineer in Charge. As per Clause 13.2 of SOR other works

Quantity-

Rate-

Amount -

HILL SIDE DRAINGE WORK

Quantity-

Rate-

Amount -

Providing box drain of 30 cm (ht) x 45 cm (width) internal dimension with 1:2:4 Plum concrete (20mm & down) in side walls thickness of 23 cm (hill side) and 30 cm (road side) and 1:3:6 (20 mm & down) base concrete of thickness of 15 cm with standard specification over 15 cm stone soling including providing & laying guard stones complete, as per the direction of the Engineer in Charge. As per Clause 13.2 of SOR other works. (Including Excavation and Stone Soling)

Quantity1720.8

Rate3407923

Amount 1980.43

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

Quantity2868

Rate2951946

Amount 1029.27

Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity8356.29

Rate34678

Amount 4.15

Carriage on Un Surface road

Quantity288.15

Rate1437

Amount 4.99

Loading & Unloading

Quantity192.1

Rate56911

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity26267.92

Rate109011

Amount 4.15

Carriage on Un Surface road

Quantity865.98

Rate4321

Amount 4.99

Loading & Unloading

Quantity313.76

Rate26820

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity130205.32

Rate540352

Amount 4.15

Carriage on Un Surface road

Quantity1462.98

Rate7300

Amount 4.99

Loading & Unloading

Quantity629.24

Rate53787

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity34346.31

Rate142537

Amount 4.15

Carriage on Un Surface road

Quantity1807.7

Rate9020

Amount 4.99

Loading & Unloading

Quantity547.79

Rate88741

Amount 162

Cost of Haulage for Stock materials Excluding Loading and Unloading(GI Wire)

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity-

Rate-

Amount -

Carriage on Un Surface road

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity-

Rate-

Amount -

PROTECTION WALL(BREAST WALL & RETAINING WALL)

Quantity-

Rate-

Amount -

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

Quantity1164.09

Rate546259

Amount 469.26

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:

Quantity100.42

Rate94723

Amount 943.28

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802, 803, 1202 & 1203 M10 Base

Quantity92.64

Rate452994

Amount 4889.63

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)

Quantity962.75

Rate4365980

Amount 4534.92

Providing and 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, as per the direction of Engineer in Charge.

Quantity81.55

Rate374532

Amount 4592.67

Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing less not less than 40 kgs each.

Quantity41.39

Rate88870

Amount 2147.1

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

Quantity127.2

Rate162785

Amount 1279.76

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

Quantity163.8

Rate222173

Amount 1356.37

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

Quantity309.24

Rate398186

Amount 1287.63

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

Quantity418

Rate141033

Amount 337.4

Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity7909.1

Rate32822

Amount 4.15

Carriage on Un Surface road

Quantity272.73

Rate1360

Amount 4.99

Loading & Unloading

Quantity181.82

Rate53865

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity62368.48

Rate258829

Amount 4.15

Carriage on Un Surface road

Quantity2056.1

Rate10259

Amount 4.99

Loading & Unloading

Quantity509.17

Rate43523

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity102776.88

Rate426524

Amount 4.15

Carriage on Un Surface road

Quantity1154.8

Rate5762

Amount 4.99

Loading & Unloading

Quantity483.46

Rate41326

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity61235.54

Rate254127

Amount 4.15

Carriage on Un Surface road

Quantity3222.92

Rate16082

Amount 4.99

Loading & Unloading

Quantity976.64

Rate158216

Amount 162

CROSS DRAINAGE WORK

Quantity-

Rate-

Amount -

RCC SLAB CULVERT

Quantity-

Rate-

Amount -

1X1X1.5

Quantity8

Rate5419192

Amount 677399.1

1X2X2

Quantity1

Rate772100

Amount 772100.55

T09-Sribadam to Mangalbaria

Quantity-

Rate-

Amount -

FLEXIBLE PAVEMENT

Quantity-

Rate-

Amount -

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

Quantity29917.5

Rate929835

Amount 31.08

Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201.1 By Manual Means

Quantity0.8

Rate70795

Amount 88494.12

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

Quantity29917.5

Rate88555

Amount 2.96

Dismentaling

Quantity-

Rate-

Amount -

Slab

Quantity31.72

Rate45564

Amount 1436.47

Below foundation

Quantity123.33

Rate253197

Amount 2053.01

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Quantity1595.6

Rate408824

Amount 256.22

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Quantity3989.12

Rate1022093

Amount 256.22

Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Quantity2248.3

Rate3679322

Amount 1636.49

Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base

Quantity3141.34

Rate6810452

Amount 2168.01

Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base

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

Quantity-

Rate-

Amount -

Prime Coat-

Quantity31413.38

Rate1439046

Amount 45.81

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(TACK COAT-)

Quantity31413.38

Rate479368

Amount 15.26

Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 25mm thickness by hot mix plant using hard aggregates of 13.2mm to 0.09mm (Type "B") as per table 500.15 of specification 509 of MORD, premixed with bituminous binder 60/70 grade (S-65,VG-30 Bulk) @ 23.75kg per 10sqm area, including cost of all materials (excluding seigniorage) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 tonnes as per MORD Specification 509 complete for finished item of work in all respects as directed by Engineer-in-charge

Quantity31413.38

Rate6750734

Amount 214.9

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity12270.06

Rate50920

Amount 4.15

Carriage on Un Surface road

Quantity169.63

Rate846

Amount 4.99

Loading & Unloading

Quantity113.09

Rate33503

Amount 296.26

Cost of Haulage for Lime

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity-

Rate-

Amount -

Carriage on Un Surface road

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity-

Rate-

Amount -

Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (5% of Cement in CTB)

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity8949

Rate37138

Amount 4.15

Carriage on Un Surface road

Quantity471

Rate2350

Amount 4.99

Loading & Unloading

Quantity314

Rate93025

Amount 296.26

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

Quantity-

Rate-

Amount -

a) Stone Chips For CTB

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity676216.88

Rate2806300

Amount 4.15

Carriage on Un Surface road

Quantity9348.62

Rate46649

Amount 4.99

Loading & Unloading

Quantity4020.91

Rate343707

Amount 85.48

b) Stone Chips For MSS

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity178035.22

Rate738846

Amount 4.15

Carriage on Un Surface road

Quantity2461.32

Rate12281

Amount 4.99

Loading & Unloading

Quantity1058.63

Rate90491

Amount 85.48

ROAD FURNITURE

Quantity-

Rate-

Amount -

Informatory Sign board with Logo

Quantity1

Rate14388

Amount 14388.58

Fixing of citizen board

Quantity2

Rate28777

Amount 14388.58

Maintenance Information board

Quantity1

Rate14388

Amount 14388.58

i) 900mm equilateral triangle

Quantity32

Rate220945

Amount 6904.55

ii) 600mm Circular

Quantity10.67

Rate66560

Amount 6239.87

Fixing of 5th KM stone

Quantity1

Rate4182

Amount 4182.03

Fixing of Ordinary KM stone

Quantity7

Rate16966

Amount 2423.72

Fixing of 200mtr stone

Quantity32

Rate22318

Amount 697.45

Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702

Quantity1603.1

Rate352601

Amount 219.95

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

Quantity238

Rate1060858

Amount 4457.39

HILL CUTTING

Quantity-

Rate-

Amount -

Cost of haulage excluding loading and unloading.

Quantity-

Rate-

Amount -

Surface road

Quantity59692.5

Rate332487

Amount 5.57

Excavation in soil in hilly areas by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 meters.

Quantity11938.5

Rate1195998

Amount 100.18

Excavation in hilly areas in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metters.

Quantity5116.5

Rate782619

Amount 152.96

SLIP CLEARANCE

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.

Quantity3357.55

Rate137894

Amount 41.07

H.S.DRAIN

Quantity-

Rate-

Amount -

Providing box drain of 30 cm (ht) x 45 cm (width) internal dimension with 1:2:4 Plum concrete (20mm & down) in side walls thickness of 23 cm (hill side) and 30 cm (road side) and 1:3:6 (20 mm & down) base concrete of thickness of 15 cm with standard specification over 15 cm stone soling including providing & laying guard stones complete, as per the direction of the Engineer in Charge. As per Clause 13.2 of SOR other works

Quantity2135

Rate4228218

Amount 1980.43

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

Quantity4265

Rate4389836

Amount 1029.27

Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity7443.13

Rate30888

Amount 4.15

Carriage on Un Surface road

Quantity391.74

Rate1954

Amount 4.99

Loading & Unloading

Quantity261.16

Rate77372

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity22155.64

Rate91945

Amount 4.15

Carriage on Un Surface road

Quantity1166.09

Rate5818

Amount 4.99

Loading & Unloading

Quantity422.5

Rate36114

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity142465.25

Rate591230

Amount 4.15

Carriage on Un Surface road

Quantity1969.57

Rate9828

Amount 4.99

Loading & Unloading

Quantity847.13

Rate72412

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity47088.64

Rate195417

Amount 4.15

Carriage on Un Surface road

Quantity2478.35

Rate12366

Amount 4.99

Loading & Unloading

Quantity751.02

Rate121664

Amount 162

Cost of Haulage for Stock materials Excluding Loading and Unloading(GI Wire)

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity-

Rate-

Amount -

Carriage on Un Surface road

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity-

Rate-

Amount -

PROTECTION WORK

Quantity-

Rate-

Amount -

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

Quantity1835.76

Rate861449

Amount 469.26

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in acordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

Quantity-

Rate-

Amount -

Excavation in Ordinary Rock using Hydraulic Excavation and Tippers with disposal upto 1000 m.Excavation for roadway in ordinary rock wih hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines,grades and cross-sections as per Technical Specification Clause 302.3.5

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:

Quantity150.66

Rate142113

Amount 943.28

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802, 803, 1202 & 1203 M10 Base

Quantity144.83

Rate708155

Amount 4889.63

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)

Quantity1647.59

Rate7471702

Amount 4534.92

Providing and 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, as per the direction of Engineer in Charge.

Quantity61.16

Rate280896

Amount 4592.67

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

Quantity205.76

Rate263320

Amount 1279.76

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

Quantity229.65

Rate311490

Amount 1356.37

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

Quantity527.7

Rate679482

Amount 1287.63

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

Quantity636

Rate214586

Amount 337.4

Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing less not less than 40 kgs each.

Quantity31.04

Rate66652

Amount 2147.1

Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing less not less than 40 kgs each..As per Clause 15.2 of SOR other works

Quantity-

Rate-

Amount -

Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity8455.63

Rate35090

Amount 4.15

Carriage on Un Surface road

Quantity445.03

Rate2220

Amount 4.99

Loading & Unloading

Quantity296.69

Rate87897

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity61654.41

Rate255865

Amount 4.15

Carriage on Un Surface road

Quantity3244.97

Rate16192

Amount 4.99

Loading & Unloading

Quantity702.36

Rate60038

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity134551.94

Rate558390

Amount 4.15

Carriage on Un Surface road

Quantity1860.17

Rate9282

Amount 4.99

Loading & Unloading

Quantity733.43

Rate62693

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity98580.24

Rate409107

Amount 4.15

Carriage on Un Surface road

Quantity5188.43

Rate25890

Amount 4.99

Loading & Unloading

Quantity1572.25

Rate254704

Amount 162

CROSS DRAINAGE WORK

Quantity-

Rate-

Amount -

RCC SLAB CULVERT

Quantity-

Rate-

Amount -

1X1X1.5

Quantity7

Rate4660314

Amount 665759.23

1x2x2

Quantity2

Rate1512431

Amount 756215.5

MRL07-12th Mile Hathidhuuuuunga to Hitteybong

Quantity-

Rate-

Amount -

FLEXIBLE PAVEMENT

Quantity-

Rate-

Amount -

Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201.1 By Manual Means

Quantity0.5

Rate44247

Amount 88494.12

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

Quantity18720

Rate55411

Amount 2.96

Construction of hard shoulders with GSB material with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Quantity998.4

Rate255810

Amount 256.22

Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Quantity499.2

Rate816935

Amount 1636.49

Cement Treated with Crushed Rock or combination as per clause 401.2.2 and Table 400-I Grading-I in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base

Quantity-

Rate-

Amount -

CTSB

Quantity2457

Rate5035375

Amount 2049.4

CTB

Quantity1965.6

Rate4261440

Amount 2168.01

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

Quantity19656

Rate900441

Amount 45.81

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

Quantity-

Rate-

Amount -

TACK COAT-

Quantity19656

Rate299950

Amount 15.26

Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 25mm thickness by hot mix plant using hard aggregates of 13.2mm to 0.09mm (Type "B") as per table 500.15 of specification 509 of MORD, premixed with bituminous binder 60/70 grade (S-65,VG-30 Bulk) @ 23.75kg per 10sqm area, including cost of all materials (excluding seigniorage) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 tonnes as per MORD Specification 509 complete for finished item of work in all respects as directed by Engineer-in-charge

Quantity19656

Rate4224074

Amount 214.9

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity9800.48

Rate40672

Amount 4.15

Carriage on Un Surface road

Quantity106.14

Rate529

Amount 4.99

Loading & Unloading

Quantity70.76

Rate20963

Amount 296.26

Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (4% of Cement in CSTB)

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity75691

Rate314117

Amount 4.15

Carriage on Un Surface road

Quantity2949

Rate14715

Amount 4.99

Loading & Unloading

Quantity1966

Rate582447

Amount 296.26

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

Quantity-

Rate-

Amount -

a) Stone Chips For CTSB

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity197424.86

Rate819313

Amount 4.15

Carriage on Un Surface road

Quantity7312.03

Rate36487

Amount 4.99

Loading & Unloading

Quantity3144.96

Rate268831

Amount 85.48

Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (5% of Cement in CTB)

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity7584.5

Rate31475

Amount 4.15

Carriage on Un Surface road

Quantity295.5

Rate1474

Amount 4.99

Loading & Unloading

Quantity197

Rate58363

Amount 296.26

a) Stone Chips For CTB

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity157939.89

Rate655450

Amount 4.15

Carriage on Un Surface road

Quantity5849.63

Rate29189

Amount 4.99

Loading & Unloading

Quantity2515.97

Rate215064

Amount 85.48

b) Stone Chips For MSS

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity131934.95

Rate547530

Amount 4.15

Carriage on Un Surface road

Quantity1540.1

Rate7685

Amount 4.99

Loading & Unloading

Quantity662.41

Rate56622

Amount 85.48

ROAD FURNITUIRE

Quantity-

Rate-

Amount -

Informatory Sign board with Logo

Quantity1

Rate14388

Amount 14388.58

Fixing of citizen board

Quantity2

Rate28777

Amount 14388.58

Maintenance Information board

Quantity1

Rate14388

Amount 14388.58

i) 900mm equilateral triangle

Quantity20

Rate138091

Amount 6904.55

ii) 600mm Circular

Quantity6.67

Rate41601

Amount 6239.87

Fixing of 5th KM stone

Quantity1

Rate4182

Amount 4182.03

Fixing of Ordinary KM stone

Quantity4

Rate9694

Amount 2423.72

Fixing of 200mtr stone

Quantity20

Rate13949

Amount 697.45

Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702

Quantity1005.9

Rate221247

Amount 219.95

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

Quantity86

Rate383335

Amount 4457.39

HILL CUTTING

Quantity-

Rate-

Amount -

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in acordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

Quantity19224

Rate827016

Amount 43.02

Excavation in Ordinary Rock using Hydraulic Excavation and Tippers with disposal upto 1000 m.Excavation for roadway in ordinary rock wih hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines,grades and cross-sections as per Technical Specification Clause 302.3.5

Quantity2136

Rate147832

Amount 69.21

Cost of haulage excluding loading and unloading.

Quantity74760

Rate310254

Amount 4.15

SLIP CLEARANCE

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.

Quantity4103.87

Rate168545

Amount 41.07

H.S. 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 concrete along the vertical side of thickness 150mm and depth 450mm including curing, compacting, as per the direction of the Engineer- in - Charge. As per Clause 13.5 of SOR other works

Quantity3144.96

Rate3237012

Amount 1029.27

Providing box drain of 30 cm (ht) x 45 cm (width) internal dimension with 1:2:4 Plum concrete (20mm & down) in side walls thickness of 23 cm (hill side) and 30 cm (road side) and 1:3:6 (20 mm & down) base concrete of thickness of 15 cm with standard specification over 15 cm stone soling including providing & laying guard stones complete, as per the direction of the Engineer in Charge. As per Clause 13.2 of SOR other works

Quantity599.04

Rate1186356

Amount 1980.43

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity5243.96

Rate21762

Amount 4.15

Carriage on Un Surface road

Quantity204.31

Rate1019

Amount 4.99

Loading & Unloading

Quantity136.21

Rate40352

Amount 296.26

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity15657.64

Rate64979

Amount 4.15

Carriage on Un Surface road

Quantity579.91

Rate2893

Amount 4.99

Loading & Unloading

Quantity210.11

Rate17960

Amount 85.48

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity26417.33

Rate109631

Amount 4.15

Carriage on Un Surface road

Quantity978.42

Rate4882

Amount 4.99

Loading & Unloading

Quantity420.83

Rate35972

Amount 85.48

Stone

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity25550.06

Rate106032

Amount 4.15

Carriage on Un Surface road

Quantity1344.74

Rate6710

Amount 4.99

Loading & Unloading

Quantity407.5

Rate66014

Amount 162

PROTECTION WALL(BREAST WALL & RETAINING WALL)

Quantity-

Rate-

Amount -

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

Quantity914.85

Rate429302

Amount 469.26

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:

Quantity79.36

Rate74853

Amount 943.28

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802, 803, 1202 & 1203 M10 Base

Quantity75.47

Rate369010

Amount 4889.63

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)

Quantity767.56

Rate3480809

Amount 4534.92

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

Quantity98.37

Rate125889

Amount 1279.76

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

Quantity145.8

Rate197758

Amount 1356.37

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

Quantity244.5

Rate314825

Amount 1287.63

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

Quantity339

Rate114378

Amount 337.4

Providing and 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, as per the direction of Engineer in Charge.

Quantity40.78

Rate187266

Amount 4592.67

Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing less not less than 40 kgs each.

Quantity20.7

Rate44436

Amount 2147.1

Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement)

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity5500.08

Rate22825

Amount 4.15

Carriage on Un Surface road

Quantity214.29

Rate1069

Amount 4.99

Loading & Unloading

Quantity142.86

Rate42323

Amount 296.26

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity45002.33

Rate186759

Amount 4.15

Carriage on Un Surface road

Quantity1666.75

Rate8317

Amount 4.99

Loading & Unloading

Quantity405.39

Rate34652

Amount 85.48

Cost of Haulage for Non-Stock materials Excluding Loading and Unloading. (Stone Chips)

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity24124.18

Rate100115

Amount 4.15

Carriage on Un Surface road

Quantity893.49

Rate4458

Amount 4.99

Loading & Unloading

Quantity376.36

Rate32171

Amount 85.48

b)Stone

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity47247.12

Rate196075

Amount 4.15

Carriage on Un Surface road

Quantity2486.69

Rate12408

Amount 4.99

Loading & Unloading

Quantity753.54

Rate122073

Amount 162

CROSS DRAINAGE WORK

Quantity-

Rate-

Amount -

RCC SLAB CULVERTS (1x2x2)

Quantity1

Rate744676

Amount 744676.47

RCC SLAB CULVERTS (1x1x1.5)

Quantity6

Rate3928773

Amount 654795.58

T11-Soreng Kaluk Road to Lower Samdong

Quantity-

Rate-

Amount -

FLEXIBLE PAVEMENT

Quantity-

Rate-

Amount -

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

Quantity14641.88

Rate455069

Amount 31.08

Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201.1 By Manual Means

Quantity0.51

Rate45132

Amount 88494.12

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

Quantity18886.88

Rate55905

Amount 2.96

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Quantity1007.3

Rate258090

Amount 256.22

Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Quantity1413.33

Rate2388872

Amount 1690.25

Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base

Quantity1983.13

Rate4299434

Amount 2168.01

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

Quantity-

Rate-

Amount -

Prime Coat-

Quantity19831.22

Rate908468

Amount 45.81

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(TACK COAT-)

Quantity19831.22

Rate302624

Amount 15.26

Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 25mm thickness by hot mix plant using hard aggregates of 13.2mm to 0.09mm (Type "B") as per table 500.15 of specification 509 of MORD, premixed with bituminous binder 60/70 grade (S-65,VG-30 Bulk) @ 23.75kg per 10sqm area, including cost of all materials (excluding seigniorage) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 tonnes as per MORD Specification 509 complete for finished item of work in all respects as directed by Engineer-in-charge

Quantity19831.22

Rate4261730

Amount 214.9

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity7746.08

Rate32146

Amount 4.15

Carriage on Un Surface road

Quantity107.09

Rate534

Amount 4.99

Loading & Unloading

Quantity71.39

Rate21150

Amount 296.26

Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (5% of Cement in CTB)

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity7623

Rate31635

Amount 4.15

Carriage on Un Surface road

Quantity297

Rate1482

Amount 4.99

Loading & Unloading

Quantity198

Rate58659

Amount 296.26

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

Quantity-

Rate-

Amount -

a) Stone Chips For CTB

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity230169.36

Rate955202

Amount 4.15

Carriage on Un Surface road

Quantity5901.78

Rate29449

Amount 4.99

Loading & Unloading

Quantity2538.4

Rate216982

Amount 85.48

b) Stone Chips For MSS

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity60599.21

Rate251486

Amount 4.15

Carriage on Un Surface road

Quantity1553.83

Rate7753

Amount 4.99

Loading & Unloading

Quantity668.31

Rate57127

Amount 85.48

ROAD FURNITURE

Quantity-

Rate-

Amount -

Informatory Sign board with Logo

Quantity1

Rate14388

Amount 14388.58

Fixing of citizen board

Quantity2

Rate28777

Amount 14388.58

Maintenance Information board

Quantity1

Rate14388

Amount 14388.58

i) 900mm equilateral triangle

Quantity20

Rate138091

Amount 6904.55

ii) 600mm Circular

Quantity6.67

Rate41601

Amount 6239.87

Fixing of 5th KM stone

Quantity1

Rate4182

Amount 4182.03

Fixing of Ordinary KM stone

Quantity4

Rate9694

Amount 2423.72

Fixing of 200mtr stone

Quantity20

Rate13949

Amount 697.45

Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702

Quantity1014.8

Rate223205

Amount 219.95

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

Quantity100

Rate445739

Amount 4457.39

HILL CUTTING

Quantity-

Rate-

Amount -

Cost of haulage excluding loading and unloading.

Quantity-

Rate-

Amount -

Surface road

Quantity17717.5

Rate73527

Amount 4.15

Excavation in soil in hilly areas by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 meters.

Quantity5075.25

Rate646789

Amount 127.44

Excavation in hilly areas in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metters.

Quantity3783.5

Rate745198

Amount 196.96

SLIP CLEARANCE

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.

Quantity5349.47

Rate219702

Amount 41.07

Throwing of spoils

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity1337.37

Rate142656

Amount 106.67

Haulage

Quantity13373.67

Rate55500

Amount 4.15

H.S.DRAIN

Quantity-

Rate-

Amount -

Providing box drain of 30 cm (ht) x 45 cm (width) internal dimension with 1:2:4 Plum concrete (20mm & down) in side walls thickness of 23 cm (hill side) and 30 cm (road side) and 1:3:6 (20 mm & down) base concrete of thickness of 15 cm with standard specification over 15 cm stone soling including providing & laying guard stones complete, as per the direction of the Engineer in Charge. As per Clause 13.2 of SOR other works

Quantity1145.5

Rate2268582

Amount 1980.43

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

Quantity1372.75

Rate1412930

Amount 1029.27

Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity4256.16

Rate17663

Amount 4.15

Carriage on Un Surface road

Quantity165.83

Rate827

Amount 4.99

Loading & Unloading

Quantity110.55

Rate32751

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity13009.86

Rate53990

Amount 4.15

Carriage on Un Surface road

Quantity506.88

Rate2529

Amount 4.99

Loading & Unloading

Quantity183.65

Rate15698

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity33409.02

Rate138647

Amount 4.15

Carriage on Un Surface road

Quantity856.64

Rate4274

Amount 4.99

Loading & Unloading

Quantity368.45

Rate31494

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity26297.04

Rate109132

Amount 4.15

Carriage on Un Surface road

Quantity1024.56

Rate5112

Amount 4.99

Loading & Unloading

Quantity310.47

Rate50296

Amount 162

PROTECTION WORK

Quantity-

Rate-

Amount -

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

Quantity770.97

Rate361783

Amount 469.26

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:

Quantity78.32

Rate73880

Amount 943.28

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802, 803, 1202 & 1203 M10 Base

Quantity70.55

Rate344958

Amount 4889.63

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)

Quantity957.73

Rate4343224

Amount 4534.92

Providing and 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, as per the direction of Engineer in Charge.

Quantity81.55

Rate374532

Amount 4592.67

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

Quantity63.78

Rate81623

Amount 1279.76

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

Quantity131.55

Rate178430

Amount 1356.37

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

Quantity281.4

Rate362339

Amount 1287.63

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

Quantity393

Rate132598

Amount 337.4

Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing less not less than 40 kgs each.

Quantity41.39

Rate88870

Amount 2147.1

Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity5673.69

Rate23545

Amount 4.15

Carriage on Un Surface road

Quantity221.05

Rate1103

Amount 4.99

Loading & Unloading

Quantity147.37

Rate43659

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity43766.31

Rate181630

Amount 4.15

Carriage on Un Surface road

Quantity1705.18

Rate8508

Amount 4.99

Loading & Unloading

Quantity383.42

Rate32775

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity40076.4

Rate166317

Amount 4.15

Carriage on Un Surface road

Quantity1027.6

Rate5127

Amount 4.99

Loading & Unloading

Quantity423.47

Rate36197

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity80591.03

Rate334452

Amount 4.15

Carriage on Un Surface road

Quantity3139.91

Rate15668

Amount 4.99

Loading & Unloading

Quantity951.49

Rate154141

Amount 162

CROSS DRAINAGE WORK

Quantity-

Rate-

Amount -

RCC SLAB CULVERT

Quantity-

Rate-

Amount -

1X1X1.5

Quantity4

Rate2644591

Amount 661147.78

1X6X6

Quantity1

Rate1845838

Amount 1845838.68

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