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

North Sikkim, Sikkim

Opening Date27 Apr 2018

Closing Date7 May 2018

Tender Amount₹ 10,97,31,000

Email

Download

Costs

EMD
₹ 27,43,275
Document Cost
Refer Documents
Tender Fee
Refer Documents

Description

Unlock the Tender details for free

Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user

Contact

Tender Id
2018_CESDA_62029_3
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

Unlock the Tender details for free

GEM & Bid Advisory Services

Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost

Request Call Back

Documents

BOQ-1839.2 kBBOQ_115954.xls

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

SBD

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704

Quantity-

Rate-

Amount -

Construction of Subgrade and Earthen Shoulders

Quantity-

Rate-

Amount -

Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lift and leads trasporting to site,spreading grading to required slope and compacted to meet requirement of table300.2 with lead upto 1000 mtr as per Tech Specs.

Quantity6720.48

Rate1347389

Amount 200.49

Compacting Cut Formation :

Quantity-

Rate-

Amount -

Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

Quantity3360.24

Rate123354

Amount 36.71

Water Bound Macadam Sub-Base/Base

Quantity-

Rate-

Amount -

Water Bound Macadam Base (Grade-I): 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.

Quantity1744.74

Rate2755764

Amount 1579.47

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.

Quantity1211.63

Rate1970704

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.

Quantity1211.63

Rate2043862

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.

Quantity16155

Rate1007102

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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity16155

Rate283197

Amount 17.53

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.Open graded premix surfacing using cationic bitumen emulsion

Quantity16155

Rate2970096

Amount 183.85

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510

Quantity16155

Rate994824

Amount 61.58

Providing and laying Bituminous wearing course with 20mm thk premix carpetting over tack coat laid on concrete surface of deck slab of bridge/culvert and seal coat Type B over premix carpetting as per drawing including laying the same with proper camber and curing so as to avoid formation of shrinkage cracks in hot weather as per Technical specifications cl. 508, 503, 510 .

Quantity157.5

Rate53160

Amount 337.53

Carriage of Stock Materials : ( Lead 145km )

Quantity-

Rate-

Amount -

Bitumen

Quantity-

Rate-

Amount -

loading

Quantity69.21

Rate7642

Amount 110.42

unloading

Quantity69.21

Rate6929

Amount 100.12

Haulage

Quantity10035.45

Rate42148

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 50km )

Quantity-

Rate-

Amount -

loading & unloading

Quantity5940.85

Rate362510

Amount 61.02

Haulage

Quantity653493.5

Rate2744672

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 50km ) for PMC

Quantity-

Rate-

Amount -

loading & unloading

Quantity436.19

Rate26616

Amount 61.02

Haulage

Quantity47980.9

Rate201519

Amount 4.2

PROTECTIVE WORK

Quantity-

Rate-

Amount -

a)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

Quantity502.09

Rate105614

Amount 210.35

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

Quantity881.44

Rate2543847

Amount 2886.02

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).

Quantity239.13

Rate116592

Amount 487.58

Slip clearance in mixed soil and throwing of spoils and lift up 1.5m complete

Quantity21648.42

Rate689718

Amount 31.86

Carriage of Stock Materials : ( Lead 40km )

Quantity-

Rate-

Amount -

CEMENT

Quantity-

Rate-

Amount -

loading

Quantity90.17

Rate8497

Amount 94.24

unloading

Quantity90.17

Rate8497

Amount 94.24

Haulage

Quantity3606.84

Rate15148

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 50km )

Quantity-

Rate-

Amount -

SAND

Quantity-

Rate-

Amount -

loading & unloading

Quantity305.42

Rate18636

Amount 61.02

Haulage

Quantity30542

Rate128276

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 50km )

Quantity-

Rate-

Amount -

STONE

Quantity-

Rate-

Amount -

loading & unloading

Quantity1166.02

Rate128938

Amount 110.58

Haulage

Quantity128262.2

Rate538701

Amount 4.2

SIDE DRAIN

Quantity-

Rate-

Amount -

Construction of hill side drain in accordance with the requirement of specifications true to lines and grades. Dimensions and other particulars as per drawing and Technical Specification Clause 1606.1

Quantity4308

Rate2850388

Amount 661.65

P/L hand packed stone soling of specified thickness with clean hard selected stones all complete (rate from SOR 2012 with 8% cost index)

Quantity484.65

Rate293261

Amount 605.1

Carriage of Stock Materials : ( Lead 40km )

Quantity-

Rate-

Amount -

CEMENT

Quantity-

Rate-

Amount -

loading

Quantity150.78

Rate14209

Amount 94.24

unloading

Quantity150.78

Rate14209

Amount 94.24

Haulage

Quantity6031.2

Rate25331

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 50km )

Quantity-

Rate-

Amount -

SAND

Quantity-

Rate-

Amount -

loading & unloading

Quantity289.5

Rate17665

Amount 61.02

Haulage

Quantity28950

Rate121590

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 50km )

Quantity-

Rate-

Amount -

STONE

Quantity-

Rate-

Amount -

loading & unloading

Quantity990.95

Rate109579

Amount 110.58

Haulage

Quantity109004.5

Rate457818

Amount 4.2

ROAD FURNITURE

Quantity-

Rate-

Amount -

Providing and fixing logo of PMGSY project providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawing.three Ms plates of 1.6mm thick top and middle plate duly welded with Ms flat iron 25mm X 5m size on back on edges. the lower plate will be welded with Ms angle iron frame of 25mm X 25mm X 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos 75mm X 75mm of 12 SWG sheet tube post duly embedded in cement concrete M15 Grade block of 450mm X 450mm X 600mm, 600mm below ground level. the top most diamond plate will be welded to middle plate by 47mm X 47mm of 12SWG steel plate tube . all Ms will be stove enemaled on both sides. lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required said and colour. all sections of frame post and steel tube will be painted with primer and two coats of epoxy paints as per drawing clause 1701 annexe 1700.1 be welded with Ms angle iron frames of 25mm X 25mm and 5mm.

Quantity2

Rate22319

Amount 11159.88

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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

Quantity-

Rate-

Amount -

900mm side octagonal

Quantity35

Rate210302

Amount 6008.65

600mm side equilateral triangle

Quantity35

Rate123357

Amount 3524.49

L038-Nampatam to Punjukyong

Quantity-

Rate-

Amount -

Boundary Pillar

Quantity-

Rate-

Amount -

Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704

Quantity-

Rate-

Amount -

Construction of Subgrade and Earthen Shoulders

Quantity-

Rate-

Amount -

Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lift and leads trasporting to site,spreading grading to required slope and compacted to meet requirement of table300.2 with lead upto 1000 mtr as per Tech Specs.

Quantity6313.32

Rate1265757

Amount 200.49

Compacting Cut Formation :

Quantity-

Rate-

Amount -

Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

Quantity3156.66

Rate115880

Amount 36.71

Stabilisation of Sub-Bases and Base

Quantity-

Rate-

Amount -

Waterproofing on top compacted ( as per relevant MoRD specification) sub Grade soil base with Organosilane Nanotechnology & nano acrylic co-polymer with water (1000 ppm TDS) in the ratio of 1 kg Organosilane Nanotechnology:1 kg nano acrylic co-polymer :200 liter water spray @ 3 liter /sqm in two spray applications (1.5 liter + 1.5 liter) as per direction of the Engineer-in-charge.

Quantity15176.25

Rate202602

Amount 13.35

Stabilized Sub base / Base: Providing, laying, Spreading and compacting in-situ/borrow area soil /Murrum of CBR 5% mixed with / without 30% of granular Grade-I material. Application: (1) Rip and loosen the soil with tractor operated ripper / rotavator upto depth of 150 mm. Apply 0.75 - 1 kg /cum organosilane Nanotechnology with OMC water (1000 ppm TDS) on loose soil with scarification, (2) Spread cement @ 3% by soil weight in treated & dry soil , (3) 0.75 kg/cum of nano acrylic Co-Polymer with OMC water (1000 ppm TDS) on loose soil-cement with scarification. Grade the soil (4) Spread single layer of 13.2 and down size aggregates on the graded soil surface to form 20-25 mm thick soil-aggregate layer. (5).Compact the soil-aggregate surface with 8 to 10 tonne vibratory power roller to achieve smooth stone embedded layer with the desired density. (6).Waterproofing the top compacted surface with organosilane & nano acrylic Polymer in the ratio of 1 kg organosilane :1 kg nano acrylic Co-Polymer : 200 liter water (1000 ppm TDS) @ 3ltrs/sqm in two spray application (1.5 ltrs. + 1.5 ltrs.). Rates including all materials, labour, hire Charges of machery etc. complete as per MoRD specifications & direction of Engineer-in-Charge.

Quantity3035.25

Rate6997768

Amount 2305.5

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.

Quantity15176.25

Rate946087

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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity15176.25

Rate266039

Amount 17.53

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.Open graded premix surfacing using cationic bitumen emulsion

Quantity15176.25

Rate2790153

Amount 183.85

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510

Quantity15176.25

Rate934553

Amount 61.58

Providing and laying Bituminous wearing course with 20mm thk premix carpetting over tack coat laid on concrete surface of deck slab of bridge/culvert and seal coat Type B over premix carpetting as per drawing including laying the same with proper camber and curing so as to avoid formation of shrinkage cracks in hot weather as per Technical specifications cl. 508, 503, 510 .

Quantity73.13

Rate24687

Amount 337.58

Carriage of Stock Materials (bitumen): ( Lead 160 km )

Quantity-

Rate-

Amount -

loading

Quantity64.99

Rate7176

Amount 110.42

unloading

Quantity64.99

Rate6506

Amount 100.12

Haulage

Quantity10398.4

Rate43673

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 50km )

Quantity-

Rate-

Amount -

loading & unloading

Quantity1305.16

Rate79640

Amount 61.02

Haulage

Quantity143567.6

Rate602983

Amount 4.2

Carriage of Non-Stock Materials PMC : ( Lead 50km )

Quantity-

Rate-

Amount -

loading & unloading

Quantity409.76

Rate25003

Amount 61.02

Haulage

Quantity45073.6

Rate189309

Amount 4.2

Carriage of soil from borrow pit : ( Lead 5km )

Quantity-

Rate-

Amount -

loading & unloading

Quantity2428.2

Rate148168

Amount 61.02

Haulage

Quantity24282

Rate101984

Amount 4.2

PROTECTIVE WORK

Quantity-

Rate-

Amount -

a)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

Quantity437.98

Rate92129

Amount 210.35

P/L of boulder apron laid in wire crates with 4mm dia GI wire conforming IS 280 & diagonally i/c 10 % extra for laps and joints laid with stone boulders weighing not less than 25kg all complete

Quantity824.91

Rate1555253

Amount 1885.37

Slip clearance in mixed soil and throwing of spoils and lift up 1.5m complete

Quantity10715.45

Rate341394

Amount 31.86

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).

Quantity176.75

Rate86179

Amount 487.58

Carriage of Stock Materials (cement) : ( Lead 30 km )

Quantity-

Rate-

Amount -

loading

Quantity9.9

Rate932

Amount 94.24

unloading

Quantity9.9

Rate932

Amount 94.24

Haulage

Quantity296.97

Rate1247

Amount 4.2

Carriage of Non-Stock Materials (sand) : ( Lead 40km )

Quantity-

Rate-

Amount -

loading & unloading

Quantity-

Rate-

Amount -

Haulage

Quantity-

Rate-

Amount -

Carriage of Non-Stock Materials (stone): ( Lead 30km )

Quantity-

Rate-

Amount -

loading & unloading

Quantity1095.94

Rate121189

Amount 110.58

Haulage

Quantity72332.04

Rate303794

Amount 4.2

SIDE DRAIN

Quantity-

Rate-

Amount -

Construction of hill side drain 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

Quantity4047

Rate2677697

Amount 661.65

P/L hand packed stone soling of specified thickness with clean hard selected stones all complete (rate from SOR 2012 with 8% cost index)

Quantity455.29

Rate275495

Amount 605.1

Carriage of Stock Materials (cement) : ( Lead 30km )

Quantity-

Rate-

Amount -

loading

Quantity141.65

Rate13349

Amount 94.24

unloading

Quantity141.65

Rate13349

Amount 94.24

Haulage

Quantity4249.35

Rate17847

Amount 4.2

Carriage of Non-Stock Materials (sand) : ( Lead 30km )

Quantity-

Rate-

Amount -

loading & unloading

Quantity271.96

Rate16595

Amount 61.02

Haulage

Quantity29915.6

Rate125645

Amount 4.2

Carriage of Non-Stock Materials (stone) : ( Lead 30km )

Quantity-

Rate-

Amount -

loading & unloading

Quantity930.91

Rate68626

Amount 73.72

Haulage

Quantity61440.06

Rate258048

Amount 4.2

ROAD FURNITURE

Quantity-

Rate-

Amount -

Providing and fixing logo of PMGSY project providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawing.three Ms plates of 1.6mm thick top and middle plate duly welded with Ms flat iron 25mm X 5m size on back on edges. the lower plate will be welded with Ms angle iron frame of 25mm X 25mm X 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos 75mm X 75mm of 12 SWG sheet tube post duly embedded in cement concrete M15 Grade block of 450mm X 450mm X 600mm, 600mm below ground level. the top most diamond plate will be welded to middle plate by 47mm X 47mm of 12SWG steel plate tube . all Ms will be stove enemaled on both sides. lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required said and colour. all sections of frame post and steel tube will be painted with primer and two coats of epoxy paints as per drawing clause 1701 annexe 1700.1 be welded with Ms angle iron frames of 25mm X 25mm and 5mm.

Quantity2

Rate22319

Amount 11159.88

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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

Quantity-

Rate-

Amount -

900mm side octagonal

Quantity30

Rate180259

Amount 6008.65

600mm side equilateral triangle

Quantity30

Rate105734

Amount 3524.49

L077-NSH via Tadong to U Phodong

Quantity-

Rate-

Amount -

PAVEMENT & SURFACING

Quantity-

Rate-

Amount -

Boundary Pillar

Quantity-

Rate-

Amount -

Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704

Quantity-

Rate-

Amount -

Construction of Subgrade and Earthen Shoulders

Quantity-

Rate-

Amount -

Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lift and leads trasporting to site,spreading grading to required slope and compacted to meet requirement of table300.2 with lead upto 1000 mtr as per Tech Specs.

Quantity3085.74

Rate618660

Amount 200.49

Compacting Cut Formation :

Quantity-

Rate-

Amount -

Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

Quantity1542.87

Rate56638

Amount 36.71

Water Bound Macadam Sub-Base/Base

Quantity-

Rate-

Amount -

Water Bound Macadam Base (Grade-I): 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.

Quantity1004.09

Rate1585930

Amount 1579.47

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.

Quantity688.78

Rate1120293

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.

Quantity688.78

Rate1161882

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.

Quantity9183.75

Rate572514

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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity9183.75

Rate160991

Amount 17.53

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.Open graded premix surfacing using cationic bitumen emulsion

Quantity9183.75

Rate1688432

Amount 183.85

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510

Quantity9183.75

Rate565535

Amount 61.58

Providing and laying Bituminous wearing course with 20mm thk premix carpetting over tack coat laid on concrete surface of deck slab of bridge/culvert and seal coat Type B over premix carpetting as per drawing including laying the same with proper camber and curing so as to avoid formation of shrinkage cracks in hot weather as per Technical specifications cl. 508, 503, 510 .

Quantity116.25

Rate39237

Amount 337.53

Carriage of Stock Materials : ( Lead 140km )

Quantity-

Rate-

Amount -

Bitumen

Quantity-

Rate-

Amount -

loading

Quantity39.36

Rate4346

Amount 110.42

unloading

Quantity39.36

Rate3940

Amount 100.12

Haulage

Quantity5510.4

Rate23143

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 60km )

Quantity-

Rate-

Amount -

loading & unloading

Quantity3392.9

Rate207034

Amount 61.02

Haulage

Quantity447862.8

Rate1881023

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 60km ) for PMC

Quantity-

Rate-

Amount -

loading & unloading

Quantity247.96

Rate15130

Amount 61.02

Haulage

Quantity32730.72

Rate137469

Amount 4.2

PROTECTIVE WORK

Quantity-

Rate-

Amount -

a)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

Quantity585.99

Rate123263

Amount 210.35

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

Quantity973.64

Rate2809938

Amount 2886.02

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).

Quantity477.87

Rate232999

Amount 487.58

Slip clearance in mixed soil and throwing of spoils and lift up 1.5m complete

Quantity3817.33

Rate121620

Amount 31.86

Carriage of Stock Materials : ( Lead 40km )

Quantity-

Rate-

Amount -

CEMENT

Quantity-

Rate-

Amount -

loading

Quantity94.24

Rate8881

Amount 94.24

unloading

Quantity94.24

Rate8881

Amount 94.24

Haulage

Quantity3769.6

Rate15832

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 60km )

Quantity-

Rate-

Amount -

SAND

Quantity-

Rate-

Amount -

loading & unloading

Quantity337.37

Rate20586

Amount 61.02

Haulage

Quantity40484.4

Rate170034

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 40km )

Quantity-

Rate-

Amount -

STONE

Quantity-

Rate-

Amount -

loading & unloading

Quantity1278.62

Rate141389

Amount 110.58

Haulage

Quantity112518.56

Rate472577

Amount 4.2

SIDE DRAIN

Quantity-

Rate-

Amount -

Construction of hill side drain in accordance with the requirement of specifications true to lines and grades. Dimensions and other particulars as per drawing and Technical Specification Clause 1606.1

Quantity2449

Rate1620380

Amount 661.65

P/L hand packed stone soling of specified thickness with clean hard selected stones all complete (rate from SOR 2012 with 8% cost index)

Quantity275.51

Rate166711

Amount 605.1

Carriage of Stock Materials : ( Lead 40km )

Quantity-

Rate-

Amount -

CEMENT

Quantity-

Rate-

Amount -

loading

Quantity85.72

Rate8078

Amount 94.24

unloading

Quantity85.72

Rate8078

Amount 94.24

Haulage

Quantity3428.6

Rate14400

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 60km )

Quantity-

Rate-

Amount -

SAND

Quantity-

Rate-

Amount -

loading & unloading

Quantity164.57

Rate10042

Amount 61.02

Haulage

Quantity19748.4

Rate82943

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 40km )

Quantity-

Rate-

Amount -

STONE

Quantity-

Rate-

Amount -

loading & unloading

Quantity563.34

Rate62294

Amount 110.58

Haulage

Quantity49573.92

Rate208210

Amount 4.2

ROAD FURNITURE

Quantity-

Rate-

Amount -

Providing and fixing logo of PMGSY project providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawing.three Ms plates of 1.6mm thick top and middle plate duly welded with Ms flat iron 25mm X 5m size on back on edges. the lower plate will be welded with Ms angle iron frame of 25mm X 25mm X 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos 75mm X 75mm of 12 SWG sheet tube post duly embedded in cement concrete M15 Grade block of 450mm X 450mm X 600mm, 600mm below ground level. the top most diamond plate will be welded to middle plate by 47mm X 47mm of 12SWG steel plate tube . all Ms will be stove enemaled on both sides. lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required said and colour. all sections of frame post and steel tube will be painted with primer and two coats of epoxy paints as per drawing clause 1701 annexe 1700.1 be welded with Ms angle iron frames of 25mm X 25mm and 5mm.

Quantity2

Rate22319

Amount 11159.88

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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

Quantity-

Rate-

Amount -

900mm side octagonal

Quantity10

Rate60086

Amount 6008.65

600mm side equilateral triangle

Quantity10

Rate35244

Amount 3524.49

L024-Gairee top U Gairee

Quantity-

Rate-

Amount -

PAVEMENT & SURFACING

Quantity-

Rate-

Amount -

Boundary Pillar

Quantity-

Rate-

Amount -

Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704

Quantity-

Rate-

Amount -

Construction of Subgrade and Earthen Shoulders

Quantity-

Rate-

Amount -

Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lift and leads trasporting to site,spreading grading to required slope and compacted to meet requirement of table300.2 with lead upto 1000 mtr as per Tech Specs.

Quantity4093.11

Rate820627

Amount 200.49

Compacting Cut Formation :

Quantity-

Rate-

Amount -

Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

Quantity2046.56

Rate75129

Amount 36.71

Water Bound Macadam Sub-Base/Base

Quantity-

Rate-

Amount -

Water Bound Macadam Base (Grade-I): 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.

Quantity1315.64

Rate2078013

Amount 1579.47

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.

Quantity913.64

Rate1486026

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.

Quantity913.64

Rate1541191

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.

Quantity12181.88

Rate759418

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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity12181.88

Rate213548

Amount 17.53

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.Open graded premix surfacing using cationic bitumen emulsion

Quantity12181.88

Rate2239638

Amount 183.85

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510

Quantity12181.88

Rate750160

Amount 61.58

Providing and laying Bituminous wearing course with 20mm thk premix carpetting over tack coat laid on concrete surface of deck slab of bridge/culvert and seal coat Type B over premix carpetting as per drawing including laying the same with proper camber and curing so as to avoid formation of shrinkage cracks in hot weather as per Technical specifications cl. 508, 503, 510 .

Quantity99.38

Rate33543

Amount 337.53

Carriage of Stock Materials : ( Lead 140km )

Quantity-

Rate-

Amount -

Bitumen

Quantity-

Rate-

Amount -

loading

Quantity52.18

Rate5761

Amount 110.42

unloading

Quantity52.18

Rate5224

Amount 100.12

Haulage

Quantity7305.2

Rate30681

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 65km )

Quantity-

Rate-

Amount -

loading & unloading

Quantity4479.76

Rate273354

Amount 61.02

Haulage

Quantity640605.68

Rate2690543

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 65km ) for PMC

Quantity-

Rate-

Amount -

loading & unloading

Quantity328.91

Rate20070

Amount 61.02

Haulage

Quantity47034.13

Rate197543

Amount 4.2

PROTECTIVE WORK

Quantity-

Rate-

Amount -

a)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

Quantity644.46

Rate135562

Amount 210.35

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

Quantity1222.25

Rate3527423

Amount 2886.02

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).

Quantity331.47

Rate161618

Amount 487.58

Slip clearance in mixed soil and throwing of spoils and lift up 1.5m complete

Quantity16113.32

Rate513370

Amount 31.86

Carriage of Stock Materials : ( Lead 20km )

Quantity-

Rate-

Amount -

CEMENT

Quantity-

Rate-

Amount -

loading

Quantity125.04

Rate11783

Amount 94.24

unloading

Quantity125.04

Rate11783

Amount 94.24

Haulage

Quantity2500.72

Rate10503

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 65km )

Quantity-

Rate-

Amount -

SAND

Quantity-

Rate-

Amount -

loading & unloading

Quantity423.51

Rate25842

Amount 61.02

Haulage

Quantity55056.3

Rate231236

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 55km )

Quantity-

Rate-

Amount -

STONE

Quantity-

Rate-

Amount -

loading & unloading

Quantity1616.68

Rate178772

Amount 110.58

Haulage

Quantity195618.28

Rate821596

Amount 4.2

SIDE DRAIN

Quantity-

Rate-

Amount -

Construction of hill side drain in accordance with the requirement of specifications true to lines and grades. Dimensions and other particulars as per drawing and Technical Specification Clause 1606.1

Quantity3248.5

Rate2149370

Amount 661.65

P/L hand packed stone soling of specified thickness with clean hard selected stones all complete (rate from SOR 2012 with 8% cost index)

Quantity365.46

Rate221139

Amount 605.1

Carriage of Stock Materials : ( Lead 20km )

Quantity-

Rate-

Amount -

CEMENT

Quantity-

Rate-

Amount -

loading

Quantity113.7

Rate10715

Amount 94.24

unloading

Quantity113.7

Rate10715

Amount 94.24

Haulage

Quantity2273.96

Rate9550

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 65km )

Quantity-

Rate-

Amount -

SAND

Quantity-

Rate-

Amount -

loading & unloading

Quantity218.3

Rate13320

Amount 61.02

Haulage

Quantity28379

Rate119191

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 55km )

Quantity-

Rate-

Amount -

STONE

Quantity-

Rate-

Amount -

loading & unloading

Quantity747.24

Rate82629

Amount 110.58

Haulage

Quantity90416.04

Rate379747

Amount 4.2

ROAD FURNITURE

Quantity-

Rate-

Amount -

Providing and fixing logo of PMGSY project providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawing.three Ms plates of 1.6mm thick top and middle plate duly welded with Ms flat iron 25mm X 5m size on back on edges. the lower plate will be welded with Ms angle iron frame of 25mm X 25mm X 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos 75mm X 75mm of 12 SWG sheet tube post duly embedded in cement concrete M15 Grade block of 450mm X 450mm X 600mm, 600mm below ground level. the top most diamond plate will be welded to middle plate by 47mm X 47mm of 12SWG steel plate tube . all Ms will be stove enemaled on both sides. lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required said and colour. all sections of frame post and steel tube will be painted with primer and two coats of epoxy paints as per drawing clause 1701 annexe 1700.1 be welded with Ms angle iron frames of 25mm X 25mm and 5mm.

Quantity2

Rate22319

Amount 11159.88

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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

Quantity-

Rate-

Amount -

900mm side octagonal

Quantity25

Rate150216

Amount 6008.65

600mm side equilateral triangle

Quantity25

Rate88112

Amount 3524.49

L053-DSM To U Lingdom via L Lingdom

Quantity-

Rate-

Amount -

Boundary Pillar

Quantity-

Rate-

Amount -

Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704

Quantity-

Rate-

Amount -

Construction of Subgrade and Earthen Shoulders

Quantity-

Rate-

Amount -

Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lift and leads trasporting to site,spreading grading to required slope and compacted to meet requirement of table300.2 with lead upto 1000 mtr as per Tech Specs.

Quantity2872.7

Rate575947

Amount 200.49

Compacting Cut Formation :

Quantity-

Rate-

Amount -

Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

Quantity1936.35

Rate71083

Amount 36.71

Water Bound Macadam Sub-Base/Base

Quantity-

Rate-

Amount -

Water Bound Macadam Base (Grade-I): 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.

Quantity1005.41

Rate1588014

Amount 1579.47

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.

Quantity698.2

Rate1135615

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.

Quantity698.2

Rate1177772

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.

Quantity9309.38

Rate580346

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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity9309.38

Rate163193

Amount 17.53

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.Open graded premix surfacing using cationic bitumen emulsion

Quantity9309.38

Rate1711529

Amount 183.85

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510

Quantity9309.38

Rate573271

Amount 61.58

Providing and laying Bituminous wearing course with 20mm thk premix carpetting over tack coat laid on concrete surface of deck slab of bridge/culvert and seal coat Type B over premix carpetting as per drawing including laying the same with proper camber and curing so as to avoid formation of shrinkage cracks in hot weather as per Technical specifications cl. 508, 503, 510 .

Quantity140.63

Rate47466

Amount 337.53

Carriage of Stock Materials : ( Lead 155km )

Quantity-

Rate-

Amount -

Bitumen

Quantity-

Rate-

Amount -

loading

Quantity39.91

Rate4406

Amount 110.42

unloading

Quantity39.91

Rate3995

Amount 100.12

Haulage

Quantity6186.05

Rate25981

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 53km )

Quantity-

Rate-

Amount -

loading & unloading

Quantity3423.42

Rate208897

Amount 61.02

Haulage

Quantity399170.77

Rate1676517

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 53km ) for PMC

Quantity-

Rate-

Amount -

loading & unloading

Quantity251.35

Rate15337

Amount 61.02

Haulage

Quantity29307.41

Rate123091

Amount 4.2

PROTECTIVE WORK

Quantity-

Rate-

Amount -

a)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

Quantity541.78

Rate113963

Amount 210.35

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

Quantity1076.61

Rate3107109

Amount 2886.02

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).

Quantity286.02

Rate139457

Amount 487.58

Slip clearance in mixed soil and throwing of spoils and lift up 1.5m complete

Quantity23025.48

Rate733591

Amount 31.86

Carriage of Stock Materials : ( Lead 64km )

Quantity-

Rate-

Amount -

CEMENT

Quantity-

Rate-

Amount -

loading

Quantity110.14

Rate10379

Amount 94.24

unloading

Quantity110.14

Rate10379

Amount 94.24

Haulage

Quantity7048.77

Rate29604

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 53km )

Quantity-

Rate-

Amount -

SAND

Quantity-

Rate-

Amount -

loading & unloading

Quantity373.04

Rate22762

Amount 61.02

Haulage

Quantity39542.24

Rate166077

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 53km )

Quantity-

Rate-

Amount -

STONE

Quantity-

Rate-

Amount -

loading & unloading

Quantity1420.47

Rate157075

Amount 110.58

Haulage

Quantity165626.8

Rate695632

Amount 4.2

SIDE DRAIN

Quantity-

Rate-

Amount -

Construction of hill side drain in accordance with the requirement of specifications true to lines and grades. Dimensions and other particulars as per drawing and Technical Specification Clause 1606.1

Quantity2482.5

Rate1642546

Amount 661.65

P/L hand packed stone soling of specified thickness with clean hard selected stones all complete (rate from SOR 2012 with 8% cost index)

Quantity279.28

Rate168992

Amount 605.1

Carriage of Stock Materials : ( Lead 64km )

Quantity-

Rate-

Amount -

CEMENT

Quantity-

Rate-

Amount -

loading

Quantity86.89

Rate8188

Amount 94.24

unloading

Quantity86.89

Rate8188

Amount 94.24

Haulage

Quantity5560.83

Rate23355

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 53km )

Quantity-

Rate-

Amount -

SAND

Quantity-

Rate-

Amount -

loading & unloading

Quantity166.82

Rate10179

Amount 61.02

Haulage

Quantity17682.92

Rate74268

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 53km )

Quantity-

Rate-

Amount -

STONE

Quantity-

Rate-

Amount -

loading & unloading

Quantity571.04

Rate63145

Amount 110.58

Haulage

Quantity66583.26

Rate279649

Amount 4.2

ROAD FURNITURE

Quantity-

Rate-

Amount -

Providing and fixing logo of PMGSY project providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawing.three Ms plates of 1.6mm thick top and middle plate duly welded with Ms flat iron 25mm X 5m size on back on edges. the lower plate will be welded with Ms angle iron frame of 25mm X 25mm X 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos 75mm X 75mm of 12 SWG sheet tube post duly embedded in cement concrete M15 Grade block of 450mm X 450mm X 600mm, 600mm below ground level. the top most diamond plate will be welded to middle plate by 47mm X 47mm of 12SWG steel plate tube . all Ms will be stove enemaled on both sides. lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required said and colour. all sections of frame post and steel tube will be painted with primer and two coats of epoxy paints as per drawing clause 1701 annexe 1700.1 be welded with Ms angle iron frames of 25mm X 25mm and 5mm.

Quantity2

Rate22319

Amount 11159.88

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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

Quantity-

Rate-

Amount -

900mm side octagonal

Quantity20

Rate120173

Amount 6008.65

600mm side equilateral triangle

Quantity20

Rate70489

Amount 3524.49

L051-DSM to Mangzing

Quantity-

Rate-

Amount -

PAVEMENT & SURFACING

Quantity-

Rate-

Amount -

Boundary Pillar

Quantity-

Rate-

Amount -

Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704

Quantity-

Rate-

Amount -

Construction of Subgrade and Earthen Shoulders

Quantity-

Rate-

Amount -

Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lift and leads trasporting to site,spreading grading to required slope and compacted to meet requirement of table300.2 with lead upto 1000 mtr as per Tech Specs.

Quantity6057.48

Rate1214464

Amount 200.49

Compacting Cut Formation :

Quantity-

Rate-

Amount -

Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

Quantity3028.74

Rate111185

Amount 36.71

Stabilisation of Sub-Bases and Base

Quantity-

Rate-

Amount -

Waterproofing on top compacted ( as per relevant MoRD specification) sub Grade soil base with Organosilane Nanotechnology & nano acrylic co-polymer with water (1000 ppm TDS) in the ratio of 1 kg Organosilane Nanotechnology:1 kg nano acrylic co-polymer :200 liter water spray @ 3 liter /sqm in two spray applications (1.5 liter + 1.5 liter) as per direction of the Engineer-in-charge.

Quantity14561.25

Rate194392

Amount 13.35

Stabilized Sub base / Base: Providing, laying, Spreading and compacting in-situ/borrow area soil /Murrum of CBR 5% mixed with / without 30% of granular Grade-I material. Application: (1) Rip and loosen the soil with tractor operated ripper / rotavator upto depth of 150 mm. Apply 0.75 - 1 kg /cum organosilane Nanotechnology with OMC water (1000 ppm TDS) on loose soil with scarification, (2) Spread cement @ 3% by soil weight in treated & dry soil , (3) 0.75 kg/cum of nano acrylic Co-Polymer with OMC water (1000 ppm TDS) on loose soil-cement with scarification. Grade the soil (4) Spread single layer of 13.2 and down size aggregates on the graded soil surface to form 20-25 mm thick soil-aggregate layer. (5).Compact the soil-aggregate surface with 8 to 10 tonne vibratory power roller to achieve smooth stone embedded layer with the desired density. (6).Waterproofing the top compacted surface with organosilane & nano acrylic Polymer in the ratio of 1 kg organosilane :1 kg nano acrylic Co-Polymer : 200 liter water (1000 ppm TDS) @ 3ltrs/sqm in two spray application (1.5 ltrs. + 1.5 ltrs.). Rates including all materials, labour, hire Charges of machery etc. complete as per MoRD specifications & direction of Engineer-in-Charge.

Quantity2912.25

Rate6714192

Amount 2305.5

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.

Quantity14561.25

Rate907748

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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity14561.25

Rate255258

Amount 17.53

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.Open graded premix surfacing using cationic bitumen emulsion

Quantity14561.25

Rate2677085

Amount 183.85

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510

Quantity14561.25

Rate896681

Amount 61.58

Providing and laying Bituminous wearing course with 20mm thk premix carpetting over tack coat laid on concrete surface of deck slab of bridge/culvert and seal coat Type B over premix carpetting as per drawing including laying the same with proper camber and curing so as to avoid formation of shrinkage cracks in hot weather as per Technical specifications cl. 508, 503, 510 .

Quantity73.13

Rate24687

Amount 337.58

Carriage of Stock Materials (bitumen): ( Lead 160 km )

Quantity-

Rate-

Amount -

loading

Quantity62.36

Rate6885

Amount 110.42

unloading

Quantity62.36

Rate6243

Amount 100.12

Haulage

Quantity9977.6

Rate41905

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 60km )

Quantity-

Rate-

Amount -

loading & unloading

Quantity1252.27

Rate76413

Amount 61.02

Haulage

Quantity165299.64

Rate694258

Amount 4.2

Carriage of Non-Stock Materials PMC : ( Lead 60km )

Quantity-

Rate-

Amount -

loading & unloading

Quantity393.15

Rate23990

Amount 61.02

Haulage

Quantity51895.8

Rate217962

Amount 4.2

Carriage of soil from borrow pit : ( Lead 5km )

Quantity-

Rate-

Amount -

loading & unloading

Quantity2329.8

Rate142164

Amount 61.02

Haulage

Quantity23298

Rate97851

Amount 4.2

PROTECTIVE WORK

Quantity-

Rate-

Amount -

a)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

Quantity380.79

Rate80099

Amount 210.35

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

Quantity1033.87

Rate2983755

Amount 2886.02

Slip clearance in mixed soil and throwing of spoils and lift up 1.5m complete

Quantity27964.07

Rate890935

Amount 31.86

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).

Quantity285.6

Rate139252

Amount 487.58

Carriage of Stock Materials (cement) : ( Lead 56 km )

Quantity-

Rate-

Amount -

loading

Quantity105.76

Rate9966

Amount 94.24

unloading

Quantity105.76

Rate9966

Amount 94.24

Haulage

Quantity5922.78

Rate24875

Amount 4.2

Carriage of Non-Stock Materials (sand) : ( Lead 60km )

Quantity-

Rate-

Amount -

loading & unloading

Quantity358.23

Rate21859

Amount 61.02

Haulage

Quantity42987.6

Rate180547

Amount 4.2

Carriage of Non-Stock Materials (stone): ( Lead 60km )

Quantity-

Rate-

Amount -

loading & unloading

Quantity1370.64

Rate151565

Amount 110.58

Haulage

Quantity180924.48

Rate759882

Amount 4.2

SIDE DRAIN

Quantity-

Rate-

Amount -

Construction of hill side drain 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

Quantity3883

Rate2569186

Amount 661.65

P/L hand packed stone soling of specified thickness with clean hard selected stones all complete (rate from SOR 2012 with 8% cost index)

Quantity436.84

Rate264331

Amount 605.1

Carriage of Stock Materials (cement) : ( Lead 56km )

Quantity-

Rate-

Amount -

loading

Quantity135.91

Rate12808

Amount 94.24

unloading

Quantity135.91

Rate12808

Amount 94.24

Haulage

Quantity7610.68

Rate31964

Amount 4.2

Carriage of Non-Stock Materials (sand) : ( Lead 60km )

Quantity-

Rate-

Amount -

loading & unloading

Quantity260.94

Rate15922

Amount 61.02

Haulage

Quantity28703.4

Rate120554

Amount 4.2

Carriage of Non-Stock Materials (stone) : ( Lead 60km )

Quantity-

Rate-

Amount -

loading & unloading

Quantity893.19

Rate65845

Amount 73.72

Haulage

Quantity117901.08

Rate495184

Amount 4.2

ROAD FURNITURE

Quantity-

Rate-

Amount -

Providing and fixing logo of PMGSY project providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawing.three Ms plates of 1.6mm thick top and middle plate duly welded with Ms flat iron 25mm X 5m size on back on edges. the lower plate will be welded with Ms angle iron frame of 25mm X 25mm X 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos 75mm X 75mm of 12 SWG sheet tube post duly embedded in cement concrete M15 Grade block of 450mm X 450mm X 600mm, 600mm below ground level. the top most diamond plate will be welded to middle plate by 47mm X 47mm of 12SWG steel plate tube . all Ms will be stove enemaled on both sides. lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required said and colour. all sections of frame post and steel tube will be painted with primer and two coats of epoxy paints as per drawing clause 1701 annexe 1700.1 be welded with Ms angle iron frames of 25mm X 25mm and 5mm.

Quantity2

Rate22319

Amount 11159.88

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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

Quantity-

Rate-

Amount -

900mm side octagonal

Quantity30

Rate180259

Amount 6008.65

600mm side equilateral triangle

Quantity30

Rate105734

Amount 3524.49

L060-T04via Upper Lingdem to Lavan

Quantity-

Rate-

Amount -

PAVEMENT & SURFACING

Quantity-

Rate-

Amount -

Boundary Pillar

Quantity-

Rate-

Amount -

Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704

Quantity-

Rate-

Amount -

Construction of Subgrade and Earthen Shoulders

Quantity-

Rate-

Amount -

Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lift and leads trasporting to site,spreading grading to required slope and compacted to meet requirement of table300.2 with lead upto 1000 mtr as per Tech Specs.

Quantity7150.26

Rate1433555

Amount 200.49

Compacting Cut Formation :

Quantity-

Rate-

Amount -

Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

Quantity3575.13

Rate131243

Amount 36.71

Stabilisation of Sub-Bases and Base

Quantity-

Rate-

Amount -

Waterproofing on top compacted ( as per relevant MoRD specification) sub Grade soil base with Organosilane Nanotechnology & nano acrylic co-polymer with water (1000 ppm TDS) in the ratio of 1 kg Organosilane Nanotechnology:1 kg nano acrylic co-polymer :200 liter water spray @ 3 liter /sqm in two spray applications (1.5 liter + 1.5 liter) as per direction of the Engineer-in-charge.

Quantity17188.13

Rate229461

Amount 13.35

Stabilized Sub base / Base: Providing, laying, Spreading and compacting in-situ/borrow area soil /Murrum of CBR 5% mixed with / without 30% of granular Grade-I material. Application: (1) Rip and loosen the soil with tractor operated ripper / rotavator upto depth of 150 mm. Apply 0.75 - 1 kg /cum organosilane Nanotechnology with OMC water (1000 ppm TDS) on loose soil with scarification, (2) Spread cement @ 3% by soil weight in treated & dry soil , (3) 0.75 kg/cum of nano acrylic Co-Polymer with OMC water (1000 ppm TDS) on loose soil-cement with scarification. Grade the soil (4) Spread single layer of 13.2 and down size aggregates on the graded soil surface to form 20-25 mm thick soil-aggregate layer. (5).Compact the soil-aggregate surface with 8 to 10 tonne vibratory power roller to achieve smooth stone embedded layer with the desired density. (6).Waterproofing the top compacted surface with organosilane & nano acrylic Polymer in the ratio of 1 kg organosilane :1 kg nano acrylic Co-Polymer : 200 liter water (1000 ppm TDS) @ 3ltrs/sqm in two spray application (1.5 ltrs. + 1.5 ltrs.). Rates including all materials, labour, hire Charges of machery etc. complete as per MoRD specifications & direction of Engineer-in-Charge.

Quantity3437.63

Rate7925455

Amount 2305.5

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.

Quantity17188.13

Rate1071508

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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity17188.13

Rate301307

Amount 17.53

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.Open graded premix surfacing using cationic bitumen emulsion

Quantity17188.13

Rate3160037

Amount 183.85

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510

Quantity17188.13

Rate1058445

Amount 61.58

Providing and laying Bituminous wearing course with 20mm thk premix carpetting over tack coat laid on concrete surface of deck slab of bridge/culvert and seal coat Type B over premix carpetting as per drawing including laying the same with proper camber and curing so as to avoid formation of shrinkage cracks in hot weather as per Technical specifications cl. 508, 503, 510 .

Quantity155.63

Rate52537

Amount 337.58

Carriage of Stock Materials (bitumen): ( Lead 180 km )

Quantity-

Rate-

Amount -

loading

Quantity73.64

Rate8131

Amount 110.42

unloading

Quantity73.64

Rate7372

Amount 100.12

Haulage

Quantity13255.2

Rate55671

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 40km )

Quantity-

Rate-

Amount -

loading & unloading

Quantity1478.18

Rate90198

Amount 61.02

Haulage

Quantity130079.84

Rate546335

Amount 4.2

Carriage of Non-Stock Materials PMC : ( Lead 40km )

Quantity-

Rate-

Amount -

loading & unloading

Quantity464.08

Rate28318

Amount 61.02

Haulage

Quantity40839.04

Rate171523

Amount 4.2

Carriage of soil from borrow pit : ( Lead 5km )

Quantity-

Rate-

Amount -

loading & unloading

Quantity2750.1

Rate167811

Amount 61.02

Haulage

Quantity27501

Rate115504

Amount 4.2

PROTECTIVE WORK

Quantity-

Rate-

Amount -

a)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

Quantity315.15

Rate66291

Amount 210.35

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

Quantity567.05

Rate1636523

Amount 2886.02

Slip clearance in mixed soil and throwing of spoils and lift up 1.5m complete

Quantity23307.19

Rate742566

Amount 31.86

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).

Quantity144.33

Rate70372

Amount 487.58

Carriage of Stock Materials (cement) : ( Lead 30 km )

Quantity-

Rate-

Amount -

loading

Quantity58.01

Rate5466

Amount 94.24

unloading

Quantity58.01

Rate5466

Amount 94.24

Haulage

Quantity1740.27

Rate7309

Amount 4.2

Carriage of Non-Stock Materials (sand) : ( Lead 40km )

Quantity-

Rate-

Amount -

loading & unloading

Quantity196.48

Rate11989

Amount 61.02

Haulage

Quantity15718.4

Rate66017

Amount 4.2

Carriage of Non-Stock Materials (stone): ( Lead 40km )

Quantity-

Rate-

Amount -

loading & unloading

Quantity744.38

Rate82313

Amount 110.58

Haulage

Quantity65505.44

Rate275122

Amount 4.2

SIDE DRAIN

Quantity-

Rate-

Amount -

Construction of hill side drain 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

Quantity4583.5

Rate3032672

Amount 661.65

P/L hand packed stone soling of specified thickness with clean hard selected stones all complete (rate from SOR 2012 with 8% cost index)

Quantity515.64

Rate312013

Amount 605.1

Carriage of Stock Materials (cement) : ( Lead 30km )

Quantity-

Rate-

Amount -

loading

Quantity160.42

Rate15117

Amount 94.24

unloading

Quantity160.42

Rate15117

Amount 94.24

Haulage

Quantity4812.69

Rate20213

Amount 4.2

Carriage of Non-Stock Materials (sand) : ( Lead 40km )

Quantity-

Rate-

Amount -

loading & unloading

Quantity308.01

Rate18794

Amount 61.02

Haulage

Quantity33881.1

Rate142300

Amount 4.2

Carriage of Non-Stock Materials (stone) : ( Lead 40km )

Quantity-

Rate-

Amount -

loading & unloading

Quantity1054.32

Rate116586

Amount 110.58

Haulage

Quantity92780.16

Rate389676

Amount 4.2

ROAD FURNITURE

Quantity-

Rate-

Amount -

Providing and fixing logo of PMGSY project providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawing.three Ms plates of 1.6mm thick top and middle plate duly welded with Ms flat iron 25mm X 5m size on back on edges. the lower plate will be welded with Ms angle iron frame of 25mm X 25mm X 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos 75mm X 75mm of 12 SWG sheet tube post duly embedded in cement concrete M15 Grade block of 450mm X 450mm X 600mm, 600mm below ground level. the top most diamond plate will be welded to middle plate by 47mm X 47mm of 12SWG steel plate tube . all Ms will be stove enemaled on both sides. lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required said and colour. all sections of frame post and steel tube will be painted with primer and two coats of epoxy paints as per drawing clause 1701 annexe 1700.1 be welded with Ms angle iron frames of 25mm X 25mm and 5mm.

Quantity2

Rate22319

Amount 11159.88

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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

Quantity-

Rate-

Amount -

900mm side octagonal

Quantity40

Rate240346

Amount 6008.65

600mm side equilateral triangle

Quantity40

Rate140979

Amount 3524.49

Evaluation Notes How It Works ?

Partners

Payment Type

Bank Certification Amount

Bank Guarantee Amount

Additional Info 1

Additional Info 2

Additional Info 3

Additional Info 4

Remarks

Potential Partner

Select Your Requirements

Help me get relevant partners for joint bidding

Help me get relevant material suppliers

Help me get project financing

Disclaimer: BidAssist has made every reasonable effort to ensure that the information is accurate and authentic however it cannot be held liable for any third-party claims or losses of any damages. BidAssist makes no warranty, expressed or implied, as to the results obtained from the use of the information. If you think you may have noticed any error or omission, please let us know by contacting contact@bidassist.com.