Rural Management And Development Department Tender

View complete overview of Sikkim Rural Management And Development Department Tender

Rural Management And Development Department Tender

Works

Eprocure

East Sikkim, Sikkim

Opening Date5 Mar 2024

Closing Date12 Mar 2024

Tender Amount₹ 31,76,08,438

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Costs

EMD
₹ 79,40,211
Document Cost
₹ 2,00,000
Tender Fee
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Description

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Tender Id
2024_CESDA_132642_1
Bid Award Id
View
Tender No
SKPMGSYIIIRT2
Tender Authority
Rural Management And Development Department View
Purchaser Address
-
Website
http://pmgsytenders.gov.in

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Documents

Tender Notice-1637.7 kBTendernotice_1.pdf

NIT

BOQ-11.1 MBBOQ_208350.xls

BOQ

Document-28.6 MBsbd.pdf

SBD

Document-167.1 kBTender_Detail_2024...Tender_Detail_2024_CESDA_132642_1.html

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BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

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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

Quantity0.67

Rate58937

Amount 88494.12

Preparation and surface treatment of formation by remocing 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

Quantity24937.5

Rate73815

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. Only Shoulder Portion (GSB)

Quantity1995

Rate3609733

Amount 1809.39

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

Quantity700.5

Rate1518691

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

Quantity26184.38

Rate1199506

Amount 45.81

TACK COAT-

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

Quantity26184.38

Rate399573

Amount 15.26

Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 25mm thickness by hot mix plant using hard blasted granite crushed 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

Quantity26184.38

Rate5627022

Amount 214.9

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity10997.44

Rate45639

Amount 4.15

Loading & Unloading

Quantity91.65

Rate27150

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

Quantity2800

Rate19124

Amount 6.83

Loading & Unloading

Quantity70

Rate15992

Amount 228.47

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity62540.64

Rate427152

Amount 6.83

Loading & Unloading

Quantity896.64

Rate76644

Amount 85.48

Stone Chips For MSS

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity61548.34

Rate420375

Amount 6.83

Loading & Unloading

Quantity882.41

Rate75428

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

Fixing of 5th KM stone

Quantity1

Rate4182

Amount 4182.03

Fixing of Ordinary KM stone

Quantity7

Rate16966

Amount 2423.72

Fixing of 200mtr stone

Quantity27

Rate18831

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

Quantity1337.5

Rate294183

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).

Quantity1500

Rate6686085

Amount 4457.39

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.

Quantity2298.69

Rate94407

Amount 41.07

Loading & Unloading

Quantity8045.41

Rate858204

Amount 106.67

Haulage

Quantity74017.79

Rate505541

Amount 6.83

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

Quantity400

Rate792172

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. (Including Excavation and Stone Soling)

Quantity3500

Rate3602445

Amount 1029.27

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

Quantity187.03

Rate203037

Amount 1085.58

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

Quantity124.69

Rate609678

Amount 4889.63

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity6540

Rate27141

Amount 4.15

Loading & Unloading

Quantity163.5

Rate48438

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity24352.69

Rate101063

Amount 4.15

Loading & Unloading

Quantity264.7

Rate22626

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity35277.3

Rate146400

Amount 4.15

Loading & Unloading

Quantity412.6

Rate35269

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity65311.81

Rate271044

Amount 4.15

Loading & Unloading

Quantity742.18

Rate120233

Amount 162

Protection Work (Retaining Wall, Breast 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.

Quantity854.9

Rate401172

Amount 469.26

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

Quantity60.74

Rate65933

Amount 1085.58

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

Quantity60.74

Rate296976

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)

Quantity766.32

Rate3475199

Amount 4534.92

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

Quantity104.64

Rate133914

Amount 1279.76

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

Quantity50.7

Rate68767

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

Quantity252

Rate324482

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

Quantity265

Rate89411

Amount 337.4

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity4946

Rate20525

Amount 4.15

Loading & Unloading

Quantity123.65

Rate36632

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity23776.67

Rate98673

Amount 4.15

Loading & Unloading

Quantity258.44

Rate22091

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity3770.35

Rate15646

Amount 4.15

Loading & Unloading

Quantity54.06

Rate4620

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity22599.07

Rate93786

Amount 4.15

Loading & Unloading

Quantity256.81

Rate41602

Amount 162

Cross Drainage Work

Quantity-

Rate-

Amount -

RCC SLAB CULVERT

Quantity-

Rate-

Amount -

1X1X1.5

Quantity3

Rate1979917

Amount 659972.51

T03-Kewzing to Dalep

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.

Quantity10062

Rate312726

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

Quantity0.34

Rate29734

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

Quantity12577.5

Rate37229

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.

Quantity169.7

Rate277839

Amount 1637.24

a

Quantity146.74

Rate240245

Amount 1637.24

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

Quantity1650.8

Rate3383143

Amount 2049.4

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

Quantity1320.64

Rate2863156

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

Quantity13206.38

Rate604984

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-

Quantity13206.38

Rate201529

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

Quantity13206.38

Rate2838049

Amount 214.9

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity5592.9

Rate23210

Amount 4.15

Carriage on Un Surface road

Quantity184.89

Rate922

Amount 4.99

Loading & Unloading

Quantity46.22

Rate13693

Amount 296.26

Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (4% of Cement in CTSB & 5% Cement (CTB)

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity31944

Rate132567

Amount 4.15

Carriage on Un Surface road

Quantity1056

Rate5269

Amount 4.99

Loading & Unloading

Quantity264

Rate78212

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

Quantity396296.9

Rate1644632

Amount 4.15

Carriage on Un Surface road

Quantity13100.72

Rate65372

Amount 4.99

Loading & Unloading

Quantity2113.02

Rate180620

Amount 85.48

a) Stone Chips For CTB

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity317037.52

Rate1315705

Amount 4.15

Carriage on Un Surface road

Quantity10480.58

Rate52298

Amount 4.99

Loading & Unloading

Quantity1690.42

Rate144496

Amount 85.48

a) Stone Chips For MSS

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity83470.04

Rate346400

Amount 4.15

Carriage on Un Surface road

Quantity2759.34

Rate13769

Amount 4.99

Loading & Unloading

Quantity445.06

Rate38043

Amount 85.48

ROAD FURNITUIRE

Quantity-

Rate-

Amount -

Informatory Sign board with Logo

Quantity1

Rate14388

Amount 14388.58

Fixing of citizen board

Quantity1

Rate14388

Amount 14388.58

Maintenance Information board

Quantity1

Rate14388

Amount 14388.58

i) 900mm equilateral triangle

Quantity9

Rate62140

Amount 6904.55

ii) 600mm Circular

Quantity4.33

Rate27037

Amount 6239.87

Fixing of 5th KM stone

Quantity-

Rate-

Amount -

Fixing of Ordinary KM stone

Quantity3

Rate7271

Amount 2423.72

Fixing of 200mtr stone

Quantity13

Rate9066

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

Quantity678.3

Rate149192

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).

Quantity98

Rate436824

Amount 4457.39

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

Quantity3354

Rate3452171

Amount 1029.27

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity26257

Rate108966

Amount 4.15

Carriage on Un Surface road

Quantity868

Rate4331

Amount 4.99

Loading & Unloading

Quantity217

Rate64288

Amount 296.26

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity7541.4

Rate31296

Amount 4.15

Carriage on Un Surface road

Quantity1160.22

Rate5789

Amount 4.99

Loading & Unloading

Quantity157.64

Rate13474

Amount 85.48

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity59130.01

Rate245389

Amount 4.15

Carriage on Un Surface road

Quantity4

Rate19

Amount 4.99

Loading & Unloading

Quantity315.28

Rate26949

Amount 85.48

Stone

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity19376.73

Rate80413

Amount 4.15

Carriage on Un Surface road

Quantity2981.04

Rate14875

Amount 4.99

Loading & Unloading

Quantity338.75

Rate54878

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..

Quantity336.21

Rate157769

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:

Quantity29.37

Rate27704

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

Quantity29.37

Rate143608

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)

Quantity343.4

Rate1557291

Amount 4534.92

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

Quantity35.9

Rate45948

Amount 1279.76

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

Quantity49.8

Rate67547

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

Quantity106.2

Rate136746

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

Quantity140

Rate47236

Amount 337.4

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity6425.1

Rate26664

Amount 4.15

Carriage on Un Surface road

Quantity212.4

Rate1059

Amount 4.99

Loading & Unloading

Quantity53.1

Rate15731

Amount 296.26

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity11280.3

Rate46813

Amount 4.15

Carriage on Un Surface road

Quantity1735.43

Rate8659

Amount 4.99

Loading & Unloading

Quantity155.63

Rate13303

Amount 85.48

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity29212.02

Rate121229

Amount 4.15

Carriage on Un Surface road

Quantity965.69

Rate4818

Amount 4.99

Loading & Unloading

Quantity148.88

Rate12726

Amount 85.48

b)Stone

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity17903.78

Rate74300

Amount 4.15

Carriage on Un Surface road

Quantity2754.43

Rate13744

Amount 4.99

Loading & Unloading

Quantity313

Rate50706

Amount 162

CROSS DRAINAGE WORK

Quantity-

Rate-

Amount -

RCC SLAB Culvert

Quantity-

Rate-

Amount -

1x1x1.5

Quantity2

Rate1358862

Amount 679431.24

T06-Link road from Ralong Gumpa to Namlung

Quantity-

Rate-

Amount -

Flexiable 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.

Quantity22440

Rate697435

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

Quantity0.6

Rate53096

Amount 88494.12

Preparation and surface treatment of formation by remocing 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

Quantity22440

Rate66422

Amount 2.96

Dismentaling

Quantity-

Rate-

Amount -

Below foundation

Quantity308.31

Rate632963

Amount 2053.01

Slab

Quantity79.29

Rate113897

Amount 1436.47

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.

Quantity224.4

Rate385276

Amount 1716.92

Profile Correction 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

Quantity2333.74

Rate597950

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

Quantity423

Rate726257

Amount 1716.92

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

Quantity2356.2

Rate5108265

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

Quantity23562

Rate1079375

Amount 45.81

TACK COAT-

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

Quantity23562

Rate359556

Amount 15.26

Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 25mm thickness by hot mix plant using hard blasted granite crushed 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

Quantity23562

Rate5063473

Amount 214.9

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity10803.18

Rate44833

Amount 4.15

Carriage on Un Surface road

Quantity329.87

Rate1646

Amount 4.99

Loading & Unloading

Quantity82.47

Rate24431

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

Quantity30916

Rate128301

Amount 4.15

Carriage on Un Surface road

Quantity944

Rate4710

Amount 4.99

Loading & Unloading

Quantity236

Rate69917

Amount 296.26

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity589012.3

Rate2444401

Amount 4.15

Carriage on Un Surface road

Quantity18698.8

Rate93307

Amount 4.99

Loading & Unloading

Quantity3015.94

Rate257802

Amount 85.48

Stone Chips For MSS

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity155075.9

Rate643564

Amount 4.15

Carriage on Un Surface road

Quantity4923.04

Rate24565

Amount 4.99

Loading & Unloading

Quantity794.04

Rate67874

Amount 85.48

Road Furniture

Quantity-

Rate-

Amount -

Informatory Sign board with Logo

Quantity15

Rate215828

Amount 14388.58

Fixing of citizen board

Quantity10

Rate143885

Amount 14388.58

Maintenance Information board

Quantity1

Rate14388

Amount 14388.58

i) 900mm equilateral triangle

Quantity25

Rate172613

Amount 6904.55

ii) 600mm Circular

Quantity45

Rate280794

Amount 6239.87

Fixing of 5th KM stone

Quantity5

Rate20910

Amount 4182.03

Fixing of Ordinary KM stone

Quantity20

Rate48474

Amount 2423.72

Fixing of 200mtr stone

Quantity24

Rate16738

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

Quantity1204.3

Rate264885

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).

Quantity100.1

Rate446184

Amount 4457.39

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

Quantity598.4

Rate1185089

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. (Including Excavation and Stone Soling)

Quantity5385.6

Rate5543236

Amount 1029.27

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity54627

Rate226702

Amount 4.15

Carriage on Un Surface road

Quantity1668

Rate8323

Amount 4.99

Loading & Unloading

Quantity417

Rate123540

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity23790.52

Rate98730

Amount 4.15

Carriage on Un Surface road

Quantity2321.03

Rate11581

Amount 4.99

Loading & Unloading

Quantity315.36

Rate26956

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity123295.23

Rate511675

Amount 4.15

Carriage on Un Surface road

Quantity4

Rate19

Amount 4.99

Loading & Unloading

Quantity631.31

Rate53964

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity57160.25

Rate237215

Amount 4.15

Carriage on Un Surface road

Quantity5576.61

Rate27827

Amount 4.99

Loading & Unloading

Quantity633.71

Rate102660

Amount 162

Protecton 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.

Quantity750.86

Rate352347

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:

Quantity65.74

Rate62009

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

Quantity65.74

Rate321434

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)

Quantity772.04

Rate3501130

Amount 4534.92

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

Quantity71.37

Rate91336

Amount 1279.76

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

Quantity136.05

Rate184534

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

Quantity235.62

Rate303391

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

Quantity318

Rate107293

Amount 337.4

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity16885.9

Rate70076

Amount 4.15

Carriage on Un Surface road

Quantity515.6

Rate2572

Amount 4.99

Loading & Unloading

Quantity128.9

Rate38187

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity41309.7

Rate171435

Amount 4.15

Carriage on Un Surface road

Quantity4030.21

Rate20110

Amount 4.99

Loading & Unloading

Quantity319.09

Rate27275

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity67596.43

Rate280525

Amount 4.15

Carriage on Un Surface road

Quantity2145.92

Rate10708

Amount 4.99

Loading & Unloading

Quantity330.25

Rate28229

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity63432.49

Rate263244

Amount 4.15

Carriage on Un Surface road

Quantity6188.54

Rate30880

Amount 4.99

Loading & Unloading

Quantity703.24

Rate113925

Amount 162

Cross Drainage Work

Quantity-

Rate-

Amount -

RCC SLAB CULVERT

Quantity-

Rate-

Amount -

1X1X1.5

Quantity8

Rate5518311

Amount 689788.88

1x2x2

Quantity2

Rate1569010

Amount 784505.27

T18-Rakyong Tinkitam to Makthang

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.

Quantity27982.5

Rate869696

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

Quantity0.75

Rate66370

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

Quantity27982.5

Rate82828

Amount 2.96

Dismentaling

Quantity-

Rate-

Amount -

Below foundation

Quantity215.82

Rate443080

Amount 2053.01

Slab

Quantity55.5

Rate79724

Amount 1436.47

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.

Quantity733.14

Rate1258746

Amount 1716.92

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

Quantity1185.69

Rate2035741

Amount 1716.92

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

Quantity2938.16

Rate6369966

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

Quantity29381.63

Rate1345972

Amount 45.81

TACK COAT-

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

Quantity29381.63

Rate448363

Amount 15.26

Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 25mm thickness by hot mix plant using hard blasted granite crushed 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

Quantity29381.63

Rate6314111

Amount 214.9

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity13471.48

Rate55906

Amount 4.15

Carriage on Un Surface road

Quantity411.34

Rate2052

Amount 4.99

Loading & Unloading

Quantity102.84

Rate30466

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

Quantity38514

Rate159833

Amount 4.15

Carriage on Un Surface road

Quantity1176

Rate5868

Amount 4.99

Loading & Unloading

Quantity294

Rate87100

Amount 296.26

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity734493.61

Rate3048148

Amount 4.15

Carriage on Un Surface road

Quantity23317.26

Rate116353

Amount 4.99

Loading & Unloading

Quantity3760.85

Rate321477

Amount 85.48

Stone Chips For MSS

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity193378.4

Rate802520

Amount 4.15

Carriage on Un Surface road

Quantity6139

Rate30633

Amount 4.99

Loading & Unloading

Quantity990.16

Rate84638

Amount 85.48

Road Furniture

Quantity-

Rate-

Amount -

Informatory Sign board with Logo

Quantity10

Rate143885

Amount 14388.58

Fixing of citizen board

Quantity8

Rate115108

Amount 14388.58

Maintenance Information board

Quantity1

Rate14388

Amount 14388.58

i) 900mm equilateral triangle

Quantity15

Rate103568

Amount 6904.55

ii) 600mm Circular

Quantity20

Rate124797

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

Quantity30

Rate20923

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

Quantity1499.9

Rate329903

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).

Quantity161.2

Rate718531

Amount 4457.39

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. (Including Excavation and Stone Soling)

Quantity6525

Rate6715986

Amount 1029.27

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity55282

Rate229420

Amount 4.15

Carriage on Un Surface road

Quantity1688

Rate8423

Amount 4.99

Loading & Unloading

Quantity422

Rate125021

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity23135.56

Rate96012

Amount 4.15

Carriage on Un Surface road

Quantity2257.13

Rate11263

Amount 4.99

Loading & Unloading

Quantity306.68

Rate26214

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity119787.26

Rate497117

Amount 4.15

Carriage on Un Surface road

Quantity4

Rate19

Amount 4.99

Loading & Unloading

Quantity613.35

Rate52429

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity59444.06

Rate246692

Amount 4.15

Carriage on Un Surface road

Quantity5799.42

Rate28939

Amount 4.99

Loading & Unloading

Quantity659.03

Rate106762

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.

Quantity2317.31

Rate1087419

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:

Quantity157.69

Rate148743

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

Quantity157.69

Rate771035

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)

Quantity2036.54

Rate9235559

Amount 4534.92

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

Quantity258.91

Rate331337

Amount 1279.76

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

Quantity138.6

Rate187992

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

Quantity665.1

Rate856402

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

Quantity816

Rate275318

Amount 337.4

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity42208.2

Rate175164

Amount 4.15

Carriage on Un Surface road

Quantity1288.8

Rate6431

Amount 4.99

Loading & Unloading

Quantity322.2

Rate95454

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity94853.84

Rate393643

Amount 4.15

Carriage on Un Surface road

Quantity9254.03

Rate46177

Amount 4.99

Loading & Unloading

Quantity902.05

Rate77107

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity185560.67

Rate770076

Amount 4.15

Carriage on Un Surface road

Quantity5890.82

Rate29395

Amount 4.99

Loading & Unloading

Quantity914.7

Rate78188

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity165980.14

Rate688817

Amount 4.15

Carriage on Un Surface road

Quantity16193.19

Rate80803

Amount 4.99

Loading & Unloading

Quantity1840.14

Rate298101

Amount 162

Cross Drainage Work

Quantity-

Rate-

Amount -

RCC SLAB CULVERT

Quantity-

Rate-

Amount -

1X1X1.5

Quantity4

Rate2759155

Amount 689788.88

T04-Tinkitam Road to Lower Tinkitam

Quantity-

Rate-

Amount -

Flexiable 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

Quantity0.68

Rate60176

Amount 88494.12

Preparation and surface treatment of formation by remocing 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

Quantity25488.75

Rate75446

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.

Quantity598.99

Rate1028411

Amount 1716.92

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 -

CTSB

Quantity3345.4

Rate6856058

Amount 2049.4

CTB

Quantity2676.32

Rate5802297

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

Quantity26763.19

Rate1226021

Amount 45.81

TACK COAT-

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

Quantity26763.19

Rate408406

Amount 15.26

Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 25mm thickness by hot mix plant using hard blasted granite crushed 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

Quantity26763.19

Rate5751409

Amount 214.9

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity11334.21

Rate47036

Amount 4.15

Carriage on Un Surface road

Quantity374.69

Rate1869

Amount 4.99

Loading & Unloading

Quantity93.67

Rate27750

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

Quantity4280

Rate17762

Amount 4.15

Carriage on Un Surface road

Quantity2140

Rate10678

Amount 4.99

Loading & Unloading

Quantity535

Rate158499

Amount 296.26

Stone chips for CTSB

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity803109.73

Rate3332905

Amount 4.15

Carriage on Un Surface road

Quantity26549.08

Rate132479

Amount 4.99

Loading & Unloading

Quantity4282.11

Rate366034

Amount 85.48

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity642489.05

Rate2666329

Amount 4.15

Carriage on Un Surface road

Quantity21239.31

Rate105984

Amount 4.99

Loading & Unloading

Quantity3425.7

Rate292828

Amount 85.48

Stone Chips For MSS

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity169154.99

Rate701993

Amount 4.15

Carriage on Un Surface road

Quantity5591.9

Rate27903

Amount 4.99

Loading & Unloading

Quantity901.92

Rate77096

Amount 85.48

Road Furniture

Quantity-

Rate-

Amount -

Informatory Sign board with Logo

Quantity1

Rate14388

Amount 14388.58

Fixing of citizen board

Quantity1

Rate14388

Amount 14388.58

Maintenance Information board

Quantity1

Rate14388

Amount 14388.58

i) 900mm equilateral triangle

Quantity12

Rate82854

Amount 6904.55

ii) 600mm Circular

Quantity15

Rate93598

Amount 6239.87

Fixing of 5th KM stone

Quantity4

Rate16728

Amount 4182.03

Fixing of Ordinary KM stone

Quantity12

Rate29084

Amount 2423.72

Fixing of 200mtr stone

Quantity30

Rate20923

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

Quantity1366.9

Rate300649

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).

Quantity198

Rate882563

Amount 4457.39

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. (Including Excavation and Stone Soling)

Quantity6797

Rate6995948

Amount 1029.27

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity3512

Rate14574

Amount 4.15

Carriage on Un Surface road

Quantity1756

Rate8762

Amount 4.99

Loading & Unloading

Quantity439

Rate130058

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity24099.99

Rate100014

Amount 4.15

Carriage on Un Surface road

Quantity2351.22

Rate11732

Amount 4.99

Loading & Unloading

Quantity319.46

Rate27307

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity119829.07

Rate497290

Amount 4.15

Carriage on Un Surface road

Quantity4

Rate19

Amount 4.99

Loading & Unloading

Quantity638.92

Rate54614

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity61922.03

Rate256976

Amount 4.15

Carriage on Un Surface road

Quantity6041.17

Rate30145

Amount 4.99

Loading & Unloading

Quantity686.5

Rate111212

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.

Quantity945.27

Rate443575

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:

Quantity81.99

Rate77334

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

Quantity81.99

Rate400876

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)

Quantity978.53

Rate4437532

Amount 4534.92

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

Quantity99.18

Rate126926

Amount 1279.76

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

Quantity137.7

Rate186772

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

Quantity301.44

Rate388143

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

Quantity402

Rate135634

Amount 337.4

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity1202.8

Rate4991

Amount 4.15

Carriage on Un Surface road

Quantity601.4

Rate3000

Amount 4.99

Loading & Unloading

Quantity150.35

Rate44542

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity49954.76

Rate207312

Amount 4.15

Carriage on Un Surface road

Quantity4873.64

Rate24319

Amount 4.99

Loading & Unloading

Quantity426.31

Rate36440

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity82664.89

Rate343059

Amount 4.15

Carriage on Un Surface road

Quantity2732.72

Rate13636

Amount 4.99

Loading & Unloading

Quantity416.96

Rate35641

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity80283.6

Rate333176

Amount 4.15

Carriage on Un Surface road

Quantity7832.55

Rate39084

Amount 4.99

Loading & Unloading

Quantity890.06

Rate144190

Amount 162

Cross Drainage Work

Quantity-

Rate-

Amount -

RCC SLAB CULVERT

Quantity-

Rate-

Amount -

1X1X1.5

Quantity3

Rate2026880

Amount 675626.73

T11-Bermiok Bazaar to Berthang via Middle Martam

Quantity-

Rate-

Amount -

Flexiable 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.

Quantity34076.25

Rate1059089

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

Quantity0.91

Rate80529

Amount 88494.12

Preparation and surface treatment of formation by remocing 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

Quantity34076.25

Rate100865

Amount 2.96

Dismentaling

Quantity-

Rate-

Amount -

Below foundation

Quantity197.9

Rate406290

Amount 2053.01

Slab

Quantity47.57

Rate68332

Amount 1436.47

Removing Pipe

Quantity7.62

Rate5372

Amount 705.09

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. Only shoulder portion

Quantity1817.4

Rate465654

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)

Quantity187.5

Rate340783

Amount 1817.51

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

Quantity2140.55

Rate3502980

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

Quantity-

Rate-

Amount -

CTB

Quantity3578.01

Rate7757165

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

Quantity35780.06

Rate1639084

Amount 45.81

TACK COAT-

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

Quantity35780.06

Rate546003

Amount 15.26

Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 25mm thickness by hot mix plant using hard blasted granite crushed 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

Quantity35780.06

Rate7689135

Amount 214.9

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity15263.78

Rate63344

Amount 4.15

Carriage on Un Surface road

Quantity193.21

Rate964

Amount 4.99

Loading & Unloading

Quantity128.81

Rate38160

Amount 296.26

Cost of Haulage for Lime

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity382.59

Rate1587

Amount 4.15

Carriage on Un Surface road

Quantity14.91

Rate74

Amount 4.99

Loading & Unloading

Quantity9.94

Rate2944

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

Quantity13783

Rate57199

Amount 4.15

Carriage on Un Surface road

Quantity537

Rate2679

Amount 4.99

Loading & Unloading

Quantity358

Rate106061

Amount 296.26

Stone Chips For CTB

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity308796.7

Rate1281506

Amount 4.15

Carriage on Un Surface road

Quantity10648.16

Rate53134

Amount 4.99

Loading & Unloading

Quantity4579.86

Rate391486

Amount 85.48

Stone Chips For MSS

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity81300.26

Rate337396

Amount 4.15

Carriage on Un Surface road

Quantity2803.46

Rate13989

Amount 4.99

Loading & Unloading

Quantity1205.79

Rate103070

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

900mm equilateral triangle

Quantity36

Rate248563

Amount 6904.55

ii) 600mm Circular

Quantity12

Rate74878

Amount 6239.87

Fixing of 5th KM stone

Quantity1

Rate4182

Amount 4182.03

Fixing of Ordinary KM stone

Quantity8

Rate19389

Amount 2423.72

Fixing of 200mtr stone

Quantity36

Rate25108

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

Quantity1824.9

Rate401386

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).

Quantity198.4

Rate884346

Amount 4457.39

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.

Quantity8034

Rate329956

Amount 41.07

Throwing of Spoils

Quantity-

Rate-

Amount -

Haulage

Quantity263964.8

Rate1095453

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

Quantity2244.49

Rate4445053

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. (Including Excavation and Stone Soling)

Quantity3207.71

Rate3301600

Amount 1029.27

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity8983.61

Rate37281

Amount 4.15

Carriage on Un Surface road

Quantity350.01

Rate1746

Amount 4.99

Loading & Unloading

Quantity233.34

Rate69129

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity27215.97

Rate112946

Amount 4.15

Carriage on Un Surface road

Quantity1060.36

Rate5291

Amount 4.99

Loading & Unloading

Quantity384.19

Rate32840

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity51959.26

Rate215630

Amount 4.15

Carriage on Un Surface road

Quantity1791.7

Rate8940

Amount 4.99

Loading & Unloading

Quantity770.62

Rate65872

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity41422.89

Rate171904

Amount 4.15

Carriage on Un Surface road

Quantity2180.15

Rate10878

Amount 4.99

Loading & Unloading

Quantity660.65

Rate107025

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.

Quantity3150.59

Rate1478447

Amount 469.26

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

Quantity176.3

Rate166295

Amount 943.28

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.

Quantity135.92

Rate624217

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.

Quantity1955.19

Rate4197977

Amount 2147.1

Providing and laying parapet of standard size on 1:2:4 (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) plum concrete and plastering with 1:4 mix cement mortar of 12mm thick with recron 3S with lime washing three or more coats, complete as per the direction of the Engineer- in- Charge.As per Clause 12.10 of SOR other works

Quantity190.04

Rate808266

Amount 4253.14

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 20 kgs each..As per Clause 15.2 of SOR other works

Quantity74.87

Rate207149

Amount 2766.98

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

Quantity163.34

Rate798657

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)

Quantity1683.34

Rate7633825

Amount 4534.92

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

Quantity265.56

Rate339853

Amount 1279.76

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

Quantity213.45

Rate289517

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

Quantity562.56

Rate724369

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

Quantity745

Rate251363

Amount 337.4

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity13121.06

Rate54452

Amount 4.15

Carriage on Un Surface road

Quantity559.77

Rate2793

Amount 4.99

Loading & Unloading

Quantity342.78

Rate101552

Amount 296.26

Stock Material (G.I wire)

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity851.8

Rate3534

Amount 4.15

Carriage on Un Surface road

Quantity33.26

Rate165

Amount 4.99

Loading & Unloading

Quantity0.73

Rate216

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity92487.78

Rate383824

Amount 4.15

Carriage on Un Surface road

Quantity3611.02

Rate18018

Amount 4.99

Loading & Unloading

Quantity1020.81

Rate87258

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity65048.59

Rate269951

Amount 4.15

Carriage on Un Surface road

Quantity2355.33

Rate11753

Amount 4.99

Loading & Unloading

Quantity1125.66

Rate96221

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity226940.08

Rate941801

Amount 4.15

Carriage on Un Surface road

Quantity22666

Rate113103

Amount 4.99

Loading & Unloading

Quantity3587.8

Rate581223

Amount 162

Cross Drainage Work

Quantity-

Rate-

Amount -

RCC SLAB CULVERT

Quantity-

Rate-

Amount -

1X1X1.5

Quantity5

Rate3275511

Amount 655102.2

1X2X2

Quantity4

Rate2973050

Amount 743262.56

T04-Rock Garden to Dhargaon

Quantity-

Rate-

Amount -

Flexiable 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

Quantity0.7

Rate61945

Amount 88494.12

Preparation and surface treatment of formation by remocing 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

Quantity26223.75

Rate77622

Amount 2.96

Construction shoulders with approved material 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

Quantity-

Rate-

Amount -

Only Shoulder Portion (Earthen)

Quantity1398.6

Rate358349

Amount 256.22

Only Shoulder Portion (GSB)

Quantity699.3

Rate1089201

Amount 1557.56

Profile Correction 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

Quantity9271.51

Rate2375545

Amount 256.22

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 (With Referance with Section 400 Clause 401.2.2 Table 400-4 cement, Clause 401.2.2 Table 400-1, Grading

Quantity-

Rate-

Amount -

CTSB

Quantity3441.87

Rate7053762

Amount 2049.4

CTB

Quantity2753.5

Rate5969613

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

Quantity27534.94

Rate1261375

Amount 45.81

TACK COAT-

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

Quantity27534.94

Rate420183

Amount 15.26

Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 25mm thickness by hot mix plant using hard blasted granite crushed 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

Quantity27534.94

Rate5917258

Amount 214.9

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity9733.6

Rate40394

Amount 4.15

Carriage on Un Surface road

Quantity385.49

Rate1923

Amount 4.99

Loading & Unloading

Quantity96.37

Rate28551

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

Quantity3025

Rate12553

Amount 4.15

Carriage on Un Surface road

Quantity1100

Rate5489

Amount 4.99

Loading & Unloading

Quantity275

Rate81471

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

Quantity3025

Rate12553

Amount 4.15

Carriage on Un Surface road

Quantity1100

Rate5489

Amount 4.99

Loading & Unloading

Quantity275

Rate81471

Amount 296.26

Stone Chips For CTSB

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity177545.28

Rate736812

Amount 4.15

Carriage on Un Surface road

Quantity27314.66

Rate136300

Amount 4.99

Loading & Unloading

Quantity4405.59

Rate376589

Amount 85.48

Stone Chips For CTB

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity142036.49

Rate589451

Amount 4.15

Carriage on Un Surface road

Quantity21851.77

Rate109040

Amount 4.99

Loading & Unloading

Quantity3524.48

Rate301272

Amount 85.48

Stone Chips For MSS

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity37395.47

Rate155191

Amount 4.15

Carriage on Un Surface road

Quantity5753.15

Rate28708

Amount 4.99

Loading & Unloading

Quantity927.93

Rate79319

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

900mm equilateral triangle

Quantity18.67

Rate128887

Amount 6904.55

600mm Circular

Quantity9.33

Rate58236

Amount 6239.87

Fixing of 5th KM stone

Quantity1

Rate4182

Amount 4182.03

Fixing of Ordinary KM stone

Quantity6

Rate14542

Amount 2423.72

Fixing of 200mtr stone

Quantity28

Rate19528

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

Quantity1406.1

Rate309271

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).

Quantity930

Rate4145372

Amount 4457.39

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

Quantity699.3

Rate1384914

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. (Including Excavation and Stone Soling)

Quantity6293.7

Rate6477916

Amount 1029.27

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity5357

Rate22231

Amount 4.15

Carriage on Un Surface road

Quantity1948

Rate9720

Amount 4.99

Loading & Unloading

Quantity487

Rate144278

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity7459.07

Rate30955

Amount 4.15

Carriage on Un Surface road

Quantity2712.39

Rate13534

Amount 4.99

Loading & Unloading

Quantity368.53

Rate31502

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity29731.79

Rate123386

Amount 4.15

Carriage on Un Surface road

Quantity4

Rate19

Amount 4.99

Loading & Unloading

Quantity737.76

Rate63063

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity17921.52

Rate74374

Amount 4.15

Carriage on Un Surface road

Quantity6516.92

Rate32519

Amount 4.99

Loading & Unloading

Quantity740.56

Rate119970

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.

Quantity1079.23

Rate506440

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:

Quantity80.34

Rate75780

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

Quantity80.34

Rate392818

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)

Quantity936.11

Rate4245161

Amount 4534.92

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

Quantity127.92

Rate163706

Amount 1279.76

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

Quantity87.06

Rate118085

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

Quantity305.28

Rate393087

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

Quantity380

Rate128212

Amount 337.4

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity1624.15

Rate6740

Amount 4.15

Carriage on Un Surface road

Quantity590.6

Rate2947

Amount 4.99

Loading & Unloading

Quantity147.65

Rate43742

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity12557.5

Rate52113

Amount 4.15

Carriage on Un Surface road

Quantity4566.36

Rate22786

Amount 4.99

Loading & Unloading

Quantity453.17

Rate38737

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity17884.36

Rate74220

Amount 4.15

Carriage on Un Surface road

Quantity2751.44

Rate13729

Amount 4.99

Loading & Unloading

Quantity422.63

Rate36125

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity20649.54

Rate85695

Amount 4.15

Carriage on Un Surface road

Quantity7508.92

Rate37469

Amount 4.99

Loading & Unloading

Quantity855.16

Rate138535

Amount 162

Cross Drainage Work

Quantity-

Rate-

Amount -

RCC SLAB CULVERT

Quantity-

Rate-

Amount -

1X1X1.5

Quantity7

Rate4469034

Amount 638433.45

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