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

Eprocure

North Sikkim, Sikkim

Opening Date27 Apr 2018

Closing Date7 May 2018

Tender Amount₹ 10,83,37,000

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Costs

EMD
₹ 27,08,425
Document Cost
Refer Documents
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2018_CESDA_62029_4
Bid Award Id
View
Tender No
SK-PhXII(BatchII)Re-Tender Online-02/2018-19
Tender Authority
Rural Management And Development Department View
Purchaser Address
-
Website
http://pmgsytenders.gov.in

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Documents

Tender Notice-1679.4 kBTendernotice_1.pdf

NIT

BOQ-1608.3 kBBOQ_115955.xls

Schedule ofDocumentType Credit-12.4 MBSBDPHASEXIIBatchII...SBDPHASEXIIBatchII.pdf

SBD

Report Missing Document

BOQ Items

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Quantity-

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Amount -

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Construction of granular sub-base by providing local material, spreading in uniform layers, watering, ramming to required template and consolidating with power road roller 80-100 kN capacity to achieve the desired density complete. The thickness of the compacted base to be 100 mm. Work to be done as per direction of Engineer-in-charge .

Quantity-

Rate-

Amount -

(i) Using naturally occuring river bed material

Quantity2621

Rate3064394

Amount 1169.17

Water Bound Macadam Base (Grade-II): Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN static roller in stages to proper grade and chamber applying and brooming,stone screening /binding materials to fiil up the interstoces of coarse aggregate, watering and compacting to the required density Grading II as per Technical Specification clause 405. By Mannual Means

Quantity1821.5

Rate2962651

Amount 1626.49

Water Bound Macadam Base (Grade-III): Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kNstatic roller in stages to proper grade and chamber applying and brooming,stone screening /binding materials to fiil up the interstices of coarse aggregate, watering and compacting to the required density Grading II as per Technical Specification clause 405. By Mannual Means

Quantity1821.5

Rate3072633

Amount 1686.87

Prime Coat: Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification

Quantity24283

Rate1513802

Amount 62.34

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

Quantity24283

Rate425680

Amount 17.53

20mm thick Open-Graded Premix Carpet using Bituminous Binder: Case I : By Mannual Means I. Bitumen (S-90) Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant , laying and rolling with a three wheel 80 to 100 kN static roller capacity finished to required level and grades to be followed by seal coat of Type B as per Technical Specification clause 508 .

Quantity24283

Rate4330630

Amount 178.34

Seal Coat: Case-II : Type B (I) Bitumen (S-90) Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A ,Type B&Type C as per Technical Specification Clause 510

Quantity24283

Rate1495347

Amount 61.58

Carrige of stock materials:

Quantity-

Rate-

Amount -

Lead (km)

Quantity91.32

Rate10083

Amount 110.42

a 40

Quantity91.32

Rate9142

Amount 100.12

a 90

Quantity8218.8

Rate34518

Amount 4.2

Carriage of Sand :

Quantity-

Rate-

Amount -

Lead (km)

Quantity9196.41

Rate338979

Amount 36.86

a 40

Quantity9196.41

Rate222185

Amount 24.16

a

Quantity809284.08

Rate3398993

Amount 4.2

Carriage of Stone:

Quantity-

Rate-

Amount -

Lead (km)

Quantity655.64

Rate24166

Amount 36.86

a 130

Quantity655.64

Rate15840

Amount 24.16

a

Quantity187513.04

Rate787554

Amount 4.2

PROTECTIVE WORK

Quantity-

Rate-

Amount -

Earthwork in excavation for structures as per drawing including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.The foundation bed shall be levelled, watered & rammed both longitudinally and vertically before placing the foundation . Necessary arrangement for dewatering shall be kept if required (technical specifications Clause 305.1).

Quantity-

Rate-

Amount -

SOIL

Quantity1239.02

Rate260627

Amount 210.35

ORDINARY ROCK

Quantity826.01

Rate217183

Amount 262.93

Retaining wall /Breast wall

Quantity-

Rate-

Amount -

(a) Random Rubble masonry with cement mortar ( In cement mortar (1:5) , ( 1 (cement) : 5(sand)) for retaining wall .

Quantity3462

Rate9991401

Amount 2886.02

Providing & laying parapet of standard size on 1:2:4 mix plum cement concrete and plastering with cement mortar of 12mm thick all complete.(60cm height, 45cm top and 60cm bottom)

Quantity210

Rate309737

Amount 1474.94

Providing and Laying Plain cement concrete in 1:2:4 mix including curing,compacting etc all complete.

Quantity-

Rate-

Amount -

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

Quantity696.81

Rate1313757

Amount 1885.38

Backfilling behind abutment, wing wall and return wall complete as per drawings with well packed graded filter to a thickness not less than 600 mm with smaller size towards soil and bigger size towards the wall and provided over the entire surface behind abutment , wing or return wall to the full height as per direction of the Engineer (technical specification Clause 1204.3.8).

Quantity1077.59

Rate525411

Amount 487.58

Slip clearance in mixed soil and throwing of spoils to lead of 30 m and lift of 1.50 m complete. Payment shall be done after actual measurement and as per the approved rate.

Quantity6.45

Rate322500

Amount 50000

Carriage of Stock Materials :

Quantity-

Rate-

Amount -

Lead (km)

Quantity668.28

Rate62978

Amount 94.24

a90

Quantity668.28

Rate62978

Amount 94.24

a

Quantity60145.61

Rate252611

Amount 4.2

Carriage of Sand :

Quantity-

Rate-

Amount -

Lead (km)

Quantity1318

Rate48581

Amount 36.86

a 40

Quantity1318

Rate31842

Amount 24.16

a

Quantity97004

Rate407416

Amount 4.2

Carriage of Stone :

Quantity-

Rate-

Amount -

Lead (km)

Quantity5610.85

Rate413631

Amount 73.72

a 30

Quantity5610.85

Rate206815

Amount 36.86

a

Quantity370315.9

Rate1555326

Amount 4.2

Construction of Hill Side Drain

Quantity-

Rate-

Amount -

Construction of hill side drain with P.C.C M10 (1:3:6) in accordance with the requirement of specifications true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1

Quantity6427.5

Rate4252755

Amount 661.65

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:

Quantity723.09

Rate405134

Amount 560.28

Provision for hume pipe culvert of 1.00m diameter . Analysis attached.

Quantity10

Rate1176890

Amount 117689

Carriage of Stock Materials :

Quantity-

Rate-

Amount -

Lead (km)

Quantity224.96

Rate21200

Amount 94.24

a 90

Quantity-

Rate-

Amount -

a

Quantity224.96

Rate21200

Amount 94.24

a

Quantity20246.4

Rate85034

Amount 4.2

Carriage of Sand :

Quantity-

Rate-

Amount -

Lead (km)

Quantity430.64

Rate15873

Amount 36.86

a 40

Quantity430.64

Rate10404

Amount 24.16

a

Quantity27560.9

Rate115755

Amount 4.2

Carriage of Stone :

Quantity-

Rate-

Amount -

Lead (km)

Quantity1554.65

Rate114608

Amount 73.72

a 40

Quantity1554.65

Rate57304

Amount 36.86

a

Quantity136809.2

Rate574598

Amount 4.2

ROAD FURNITURE

Quantity-

Rate-

Amount -

Reinforced cement concrete M15 kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per Drawing and Technical Specification Clause 1703

Quantity8

Rate10684

Amount 1335.58

Ordinary Kilometer Stone (precast/ cast-in-situ)

Quantity-

Rate-

Amount -

Reinforced cement concrete M15 kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per Drawing and Technical Specification Clause 1703

Quantity-

Rate-

Amount -

200 M Stone (precast/ cast-in-situ)

Quantity30

Rate12054

Amount 401.82

Providing and fixing 'Logo' of PMGSY project

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

a

Quantity2

Rate12509

Amount 6254.77

1) 900 mm side octagon

Quantity8

Rate12156

Amount 1519.55

i) 600 mm equilateral triangle

Quantity16

Rate23937

Amount 1496.1

Construction of job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4

Quantity-

Rate-

Amount -

a

Quantity2

Rate544

Amount 272.43

L095-PWD ROAD TO Rong Bul

Quantity-

Rate-

Amount -

Construction of Earthen Shoulders

Quantity-

Rate-

Amount -

Construction of earthen shoulders by scarifying the top surface upto a depth of 150 mm and again compacting the same with three wheel static roller after sprinkling sufficient amount of water to have proper degree of compaction as per direction of Engineer to achieve the required grading , slope as per Technical Specification Clause 303.1 .

Quantity796.5

Rate159690

Amount 200.49

Construction of granular sub-base by providing local material, spreading in uniform layers, watering, ramming to required template and consolidating with power road roller 80-100 kN capacity to achieve the desired density complete. The thickness of the compacted base to be 100 mm. Work to be done as per direction of Engineer-in-charge .

Quantity1802.8

Rate2107779

Amount 1169.17

(i) Using naturally occuring river bed material

Quantity-

Rate-

Amount -

Water Bound Macadam Base (Grade-II): Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN static roller in stages to proper grade and camber applying and brooming , stone screening/binding materials to fillup the interstices of coarse aggregate , watering and compacting to the required density Grading II as per Technical Specification clause 405 . By Mannual Means.

Quantity1253.1

Rate2038154

Amount 1626.49

Water Bound Macadam Base (Grade-III): Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN static roller in stages to proper grade and camber applying and brooming , stone screening/binding materials to fillup the interstices of coarse aggregate , watering and compacting to the required density Grading III as per Technical Specification clause 405 .By Mannual Means.

Quantity1253.1

Rate2113816

Amount 1686.87

Prime Coat: Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification cl. 502.

Quantity16702

Rate1041202

Amount 62.34

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

Quantity16702

Rate292786

Amount 17.53

20mm thick Open-Graded Premix Carpet using Bituminous Binder: Case I : By Mannual Means I. Bitumen (S-90) Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant , laying and rolling with a three wheel 80 to 100 kN static roller capacity finished to required level and grades to be followed by seal coat of Type B as per Technical Specification clause 508 .

Quantity16702

Rate2978634

Amount 178.34

Seal Coat: Case-II : Type B (I) Bitumen (S-90) Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A ,Type B&Type C as per Technical Specification Clause 510

Quantity16702

Rate1028509

Amount 61.58

Carrige of stock materials:

Quantity-

Rate-

Amount -

Lead (km)

Quantity62.81

Rate6935

Amount 110.42

a90

Quantity62.81

Rate6288

Amount 100.12

a

Quantity5652.99

Rate23742

Amount 4.2

Carriage of Sand :

Quantity-

Rate-

Amount -

Lead (km)

Quantity6326.22

Rate233184

Amount 36.86

a30

Quantity6326.22

Rate152841

Amount 24.16

a

Quantity417530.52

Rate1753628

Amount 4.2

Carriage of Stone :

Quantity-

Rate-

Amount -

Lead (km)

Quantity450.95

Rate16622

Amount 36.86

a130

Quantity450.95

Rate10894

Amount 24.16

a

Quantity128971.7

Rate541681

Amount 4.2

PROTECTIVE WORK

Quantity-

Rate-

Amount -

Earthwork in excavation for structures as per drawing including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.The foundation bed shall be levelled, watered & rammed both longitudinally and vertically before placing the foundation . Necessary arrangement for dewatering shall be kept if required (technical specifications Clause 305.1).

Quantity-

Rate-

Amount -

SOIL 60 %

Quantity1067.78

Rate224607

Amount 210.35

ORDINARY ROCK 40 %

Quantity711.83

Rate187160

Amount 262.93

Retaining wall /Breast wall

Quantity-

Rate-

Amount -

(a) Random Rubble masonry with cement mortar ( In cement mortar (1:5) , ( 1 (cement) : 5(sand)) for retaining wall .

Quantity2518.35

Rate7268008

Amount 2886.02

Providing & laying parapet of standard size on 1:2:4 mix plum cement concrete and plastering with cement mortar of 12mm thick all complete.(60cm height, 45cm top and 60cm bottom)

Quantity130

Rate191742

Amount 1474.94

Providing and Laying Plain cement concrete in 1:2:4 mix including curing,compacting etc all complete.

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Backfilling behind abutment, wing wall and return wall complete as per drawings with well packed graded filter to a thickness not less than 600 mm with smaller size towards soil and bigger size towards the wall and provided over the entire surface behind abutment , wing or return wall to the full height as per direction of the Engineer (technical specification Clause 1204.3.8).

Quantity1245.94

Rate607494

Amount 487.58

Slip clearance in mixed soil and throwing of spoils to lead of 30 m and lift of 1.50 m complete. Payment shall be done after actual measurement and as per the approved rate.

Quantity4.43

Rate221250

Amount 50000

Carriage of Stock Materials :

Quantity-

Rate-

Amount -

Lead (km)

Quantity298.69

Rate28148

Amount 94.24

a90

Quantity298.69

Rate28148

Amount 94.24

a

Quantity26882.1

Rate112904

Amount 4.2

Carriage of Sand :

Quantity-

Rate-

Amount -

Lead (km)

Quantity998

Rate36786

Amount 36.86

a30

Quantity998

Rate24111

Amount 24.16

a

Quantity55089.6

Rate231376

Amount 4.2

Carriage of Stone :

Quantity-

Rate-

Amount -

Lead (km)

Quantity4062.56

Rate299492

Amount 73.72

a30

Quantity4062.56

Rate149746

Amount 36.86

a

Quantity268129.2

Rate1126142

Amount 4.2

Construction of Hill Side Drain

Quantity-

Rate-

Amount -

Construction of hill side drain with P.C.C M10 (1:3:6) in accordance with the requirement of specifications true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1

Quantity4425

Rate2927801

Amount 661.65

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:

Quantity497.81

Rate278912

Amount 560.28

Provision for hume pipe culvert of 1.00m diameter . Analysis attached.

Quantity10

Rate1176890

Amount 117689

Carriage of Stock Materials :

Quantity-

Rate-

Amount -

Lead (km)

Quantity154.88

Rate14595

Amount 94.24

a90

Quantity154.88

Rate14595

Amount 94.24

a

Quantity13939.2

Rate58544

Amount 4.2

Carriage of Sand :

Quantity-

Rate-

Amount -

Lead (km)

Quantity296.48

Rate10928

Amount 36.86

a30

Quantity296.48

Rate7162

Amount 24.16

aaaaa

Quantity14231.04

Rate59770

Amount 4.2

Carriage of Stone :

Quantity-

Rate-

Amount -

Lead (km)

Quantity1070.3

Rate78902

Amount 73.72

a30

Quantity1070.3

Rate39451

Amount 36.86

aa

Quantity70639.8

Rate296687

Amount 4.2

ROAD FURNITURE

Quantity-

Rate-

Amount -

Reinforced cement concrete M15 kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per Drawing and Technical Specification Clause 1703

Quantity6

Rate8013

Amount 1335.58

Ordinary Kilometer Stone (precast/ cast-in-situ)

Quantity-

Rate-

Amount -

Reinforced cement concrete M15 kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per Drawing and Technical Specification Clause 1703

Quantity-

Rate-

Amount -

200 M Stone (precast/ cast-in-situ)

Quantity30

Rate12054

Amount 401.82

Providing and fixing 'Logo' of PMGSY project

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

aa

Quantity2

Rate12509

Amount 6254.77

1) 900 mm side octagon

Quantity8

Rate12156

Amount 1519.55

i) 600 mm equilateral triangle

Quantity8

Rate11968

Amount 1496.1

Construction of job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4

Quantity2

Rate544

Amount 272.43

L083-Melli Jorethang Road to L Ramabong

Quantity-

Rate-

Amount -

Construction of Subgrade and Earthen Shoulders:

Quantity-

Rate-

Amount -

Construction of Subgrade and Earthen Shoulders with

Quantity-

Rate-

Amount -

approved materials obtained from borrow pits with all

Quantity-

Rate-

Amount -

lifts and leads, transporting to site spreading,grading to

Quantity-

Rate-

Amount -

required slope and compacted to meet requirement of

Quantity-

Rate-

Amount -

table 300.2 with lead upto 1000m as per Technical

Quantity-

Rate-

Amount -

specification clause 303.1

Quantity1566.6

Rate314087

Amount 200.49

Loosening , levelling and compacting the cut formation to facilitate placement of granular sub-base course , scarified to a depth of 150 mm, mixed with water at OMC and compacting by rolling so as to achieve minimum dry density as given in Table no. 300

Quantity4531.95

Rate119144

Amount 26.29

Construction of granular sub-base by providing local

Quantity-

Rate-

Amount -

materials, spreading in uniform layers, watering raming

Quantity-

Rate-

Amount -

to required templete and consolidating with power road

Quantity-

Rate-

Amount -

roller 80-100 kn capacity to achieve the desired density

Quantity-

Rate-

Amount -

complete.The thickness of the compacted base to be

Quantity-

Rate-

Amount -

150mm Work to be done as per direction of Engineer

Quantity-

Rate-

Amount -

in Charge(Using Naturally ocurring River Bed Materials.

Quantity3075

Rate3595197

Amount 1169.17

Water Bound Macadam Base (Grade-II)

Quantity-

Rate-

Amount -

Providing laying, spreading & compacting stone aggre-

Quantity-

Rate-

Amount -

gates of specific sizes to water bound madadam speci-

Quantity-

Rate-

Amount -

fication i/c spreading in uniform thickness, hand pack

Quantity-

Rate-

Amount -

rolling with smooth wheel roller 80-100 kN static roller

Quantity-

Rate-

Amount -

in stages to proper grade and camber applying & bro-

Quantity-

Rate-

Amount -

mming, water & compacting to the required density

Quantity-

Rate-

Amount -

Grading II as per Technical Specification Clause 405

Quantity2138.5

Rate3478248

Amount 1626.49

Water Bound Macadam Base (Grade III)

Quantity-

Rate-

Amount -

Providing laying, spreading & compacting stone aggre-

Quantity-

Rate-

Amount -

gates of specific sizes to water bound madadam speci-

Quantity-

Rate-

Amount -

fication i/c spreading in uniform thickness, hand pack

Quantity-

Rate-

Amount -

rolling with smooth wheel roller 80-100 kN static roller

Quantity-

Rate-

Amount -

in stages to proper grade and camber applying & bro-

Quantity-

Rate-

Amount -

mming, water & compacting to the required density

Quantity-

Rate-

Amount -

Grading II as per Technical Specification Clause 405

Quantity2138.5

Rate3607371

Amount 1686.87

Prime Coat :

Quantity-

Rate-

Amount -

Providing & applying primer coat with Bitumen emulsion

Quantity-

Rate-

Amount -

(SS-1) on prepared surface of granular base i/c clean

Quantity-

Rate-

Amount -

of road surface and spraying primer at the rate of 0.90-

Quantity-

Rate-

Amount -

1.2kg/sqm using mechnical means as per Technical

Quantity-

Rate-

Amount -

Specification clause 502.

Quantity28515

Rate1777625

Amount 62.34

Tack Coat:

Quantity-

Rate-

Amount -

Pro. & applying tack coat with Bitumen emulsion(RS-1)

Quantity-

Rate-

Amount -

using emulsion distributor at the rate of 0.25 to 0.30km

Quantity-

Rate-

Amount -

per sqm on the prepared granular clause 503.

Quantity28515

Rate499867

Amount 17.53

20mm thick open graded premix carpet usingBituminous

Quantity-

Rate-

Amount -

Binder ;

Quantity-

Rate-

Amount -

Case I : By Mannual Means

Quantity-

Rate-

Amount -

1. Bituemen (S-90)

Quantity-

Rate-

Amount -

Providing & Laying & rolling of open graded premix

Quantity-

Rate-

Amount -

carpet of 20mm thickness composed 13.2mm to 5.6mm

Quantity-

Rate-

Amount -

aggregates either using penetration grade bitumen or

Quantity-

Rate-

Amount -

emulsion to required lines laying & rolling with a three

Quantity-

Rate-

Amount -

wheel 80 to 100kN static roller capacity finished to

Quantity-

Rate-

Amount -

required seal coat of type B as per Tech. Clause 508

Quantity28515

Rate5085365

Amount 178.34

Seat Coat:

Quantity-

Rate-

Amount -

Case : I Type B

Quantity-

Rate-

Amount -

(1) Bitumen (S-90)

Quantity-

Rate-

Amount -

Providing & laying seal coat sealing the voids in a

Quantity-

Rate-

Amount -

bituminous surface laid to the specified level, grade &

Quantity-

Rate-

Amount -

cross falling using Type A as per tech. Clause 510

Quantity28515

Rate1755953

Amount 61.58

Carriage of Stock Materials : (Lead 95Km)

Quantity-

Rate-

Amount -

Consumption of Cement/Steel/Bitumen/Emulsion

Quantity-

Rate-

Amount -

Loading

Quantity107.22

Rate11839

Amount 110.42

Unloading

Quantity107.22

Rate10734

Amount 100.12

Haulage

Quantity10185.52

Rate42779

Amount 4.2

Carriage of stone boulder and stone dust(Lead 30Km)

Quantity-

Rate-

Amount -

Consumption of Stone Chips & Dust

Quantity-

Rate-

Amount -

Loading

Quantity10536.9

Rate388390

Amount 36.86

Unloading

Quantity10536.9

Rate254571

Amount 24.16

Haulage

Quantity695435.4

Rate2920828

Amount 4.2

Carriage of stonechips(Lead 30Km)

Quantity-

Rate-

Amount -

Consumption of Stone Chips & Dust

Quantity-

Rate-

Amount -

Loading

Quantity1026.55

Rate37838

Amount 36.86

Unloading

Quantity1026.55

Rate24801

Amount 24.16

Haulage

Quantity67752.3

Rate284559

Amount 4.2

Section B

Quantity-

Rate-

Amount -

Earthwork in excavation for structures as per drawing

Quantity-

Rate-

Amount -

i/c setting out, const. of shoring & bracing, removal of

Quantity-

Rate-

Amount -

stumps & other deleterious materials & disposal upto

Quantity-

Rate-

Amount -

lead of 50m necessary arrangement for dewatering shall

Quantity-

Rate-

Amount -

be kept if required clause 305.1)

Quantity-

Rate-

Amount -

Soil

Quantity2422

Rate509467

Amount 210.35

Ordinary Rock

Quantity1615

Rate424631

Amount 262.93

Retaining wall and Brest Wall:

Quantity-

Rate-

Amount -

Intermediate band of Random Rubble masonary with

Quantity-

Rate-

Amount -

cement mortar (1:5),1(cement):5(sand)

Quantity4652.87

Rate13428275

Amount 2886.02

Providing and Laying Plain cement concrete in 1:2:4 mix including curing,compacting etc all complete.

Quantity614.51

Rate3043391

Amount 4952.55

Providing & laying of boulder apron laid in wire crates

Quantity-

Rate-

Amount -

with 4mm dia GI wire conforming to IS:280 & IS:4826 in

Quantity-

Rate-

Amount -

100mm x 100mm mesh i/c 10% extra for laps & joints

Quantity-

Rate-

Amount -

laid with hard durable regular in shape stone boulders

Quantity-

Rate-

Amount -

weighing not less than 25kg each Clause 1301

Quantity435.96

Rate821945

Amount 1885.37

Backfilling behind abutment, wing wall & return wall com-

Quantity-

Rate-

Amount -

plete as per drawing with well packed graded filter to a

Quantity-

Rate-

Amount -

thickness not less than 600mm with smaller size soil &

Quantity-

Rate-

Amount -

bigger size towards the wall & provided over the entire

Quantity-

Rate-

Amount -

surface, wing or return wall to the full height as per

Quantity-

Rate-

Amount -

Clause 1204.3.8)

Quantity-

Rate-

Amount -

Slip Clearance in mixed soil & throwing of spoils to lead

Quantity-

Rate-

Amount -

of 30m & lift 1.50m complete.

Quantity23540

Rate749984

Amount 31.86

Carriage of Stock materials : (Lead 30Km)

Quantity-

Rate-

Amount -

Consumption of Cement/Steel/Bitumen/Emulsion

Quantity-

Rate-

Amount -

Loading

Quantity669.16

Rate63061

Amount 94.24

Unloading

Quantity669.16

Rate63061

Amount 94.24

Haulage

Quantity20074.87

Rate84314

Amount 4.2

Carriage of Non-Stock materials(Lead 30Km)

Quantity-

Rate-

Amount -

Consumption of Sand

Quantity-

Rate-

Amount -

Loading

Quantity1757

Rate64763

Amount 36.86

Unloading

Quantity1757

Rate42449

Amount 24.16

Haulage

Quantity84336

Rate354211

Amount 4.2

Carriage of Non-Stock materials(Lead 30Km)

Quantity-

Rate-

Amount -

Consumption of Stones

Quantity-

Rate-

Amount -

Loading

Quantity6305.57

Rate464846

Amount 73.72

Unloading

Quantity6305.57

Rate232423

Amount 36.86

Haulage

Quantity416167.36

Rate1747902

Amount 4.2

Section C

Quantity-

Rate-

Amount -

Construction of Hill Side Drain

Quantity-

Rate-

Amount -

Const. of hill side drain with PCCM 10(1:3:6) in accor

Quantity-

Rate-

Amount -

dance with the requirement of specification true to line

Quantity-

Rate-

Amount -

and grades. Clause 1606.1

Quantity7460

Rate4935909

Amount 661.65

Providing & laying hand packed stone soling of thickness

Quantity-

Rate-

Amount -

with clean hard stones i/c hammer dressing of stone for

Quantity-

Rate-

Amount -

laying as per required level and camber

Quantity839.25

Rate470214

Amount 560.28

Carriage of Stock materials : (Lead 30 Km)

Quantity-

Rate-

Amount -

Consumption of Cement

Quantity-

Rate-

Amount -

Loading

Quantity185.46

Rate17477

Amount 94.24

Unloading

Quantity185.46

Rate17477

Amount 94.24

Haulage

Quantity5563.68

Rate23367

Amount 4.2

Carriage of Non-Stock materials(Lead 30Km)

Quantity-

Rate-

Amount -

Consumption of Sand

Quantity-

Rate-

Amount -

Loading

Quantity396.2

Rate14603

Amount 36.86

Unloading

Quantity396.2

Rate9572

Amount 24.16

Haulage

Quantity19017.6

Rate79873

Amount 4.2

Carriage of Non-Stock materials(Lead 30Km)

Quantity-

Rate-

Amount -

Consumption of Stones

Quantity-

Rate-

Amount -

Loading

Quantity1387.38

Rate102277

Amount 73.72

Unloading

Quantity1387.38

Rate51138

Amount 36.86

Haulage

Quantity91567.08

Rate384581

Amount 4.2

Section D(Road Furniture)

Quantity-

Rate-

Amount -

Providing & fixing of typical PMGSY informatory sign

Quantity-

Rate-

Amount -

board with Logo as per MORD specification & drawing

Quantity-

Rate-

Amount -

Three MS plates of 1.6 mm thick top & middle plate

Quantity-

Rate-

Amount -

duly welded with MS flat iron 25mmx5mm size on back

Quantity-

Rate-

Amount -

& edges. The lower plate will be welded with MS angle

Quantity-

Rate-

Amount -

iron frame of 25mmx25mmx5mm.The angle iron frame of

Quantity-

Rate-

Amount -

the lower most plate& flat frame of middle plate will be

Quantity-

Rate-

Amount -

welded to 2 nos. 75mmx75mm of 12SWG sheet tube

Quantity-

Rate-

Amount -

duly embedded in c.c. m 15 graded blocks of 450mm

Quantity-

Rate-

Amount -

600mm,600mm below ground level. The top most diamnd

Quantity-

Rate-

Amount -

plate will be welded to middle plate by 47mmx47mm of

Quantity-

Rate-

Amount -

12 SWG steel plate tube.All MS will be stove enameled

Quantity-

Rate-

Amount -

on both sides. Lettering & printing arrows border etc will

Quantity-

Rate-

Amount -

be painted . All section of framed posts and steel tube

Quantity-

Rate-

Amount -

will be painted with primer & two coats of epoxy paint as

Quantity-

Rate-

Amount -

per drawing Clause 1701 & Annexure 1700.1

Quantity2

Rate22319

Amount 11159.88

Providing & fixing of retro-reflectorised cautionary, man-

Quantity-

Rate-

Amount -

datory & infomatory sign as per IRC:67 made of encap-

Quantity-

Rate-

Amount -

sulated lens type reflective sheeting vide clause 1701.2.3

Quantity-

Rate-

Amount -

fixed over aluminium sheeting 1.5mm thick surpported

Quantity-

Rate-

Amount -

on a mild steel angle iron post 75mmx75mmx6mm fix

Quantity-

Rate-

Amount -

to the gound by means of properly designed foundation

Quantity-

Rate-

Amount -

with M15 grade c.c. 450mmx450mmx600mm,600mm

Quantity-

Rate-

Amount -

below ground level as per drawing Clause 801

Quantity-

Rate-

Amount -

600mm equilateral triangle

Quantity28

Rate98685

Amount 3524.49

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