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₹ 11,75,63,000

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Costs

EMD
₹ 29,39,075
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Tender Id
2018_CESDA_62029_2
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

BOQ-1718.3 kBBOQ_115943.xls

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

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BOQ Items

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

Quantity1394.42

Rate279567

Amount 200.49

Compacting Cut Formation :

Quantity-

Rate-

Amount -

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

Quantity676.08

Rate24818

Amount 36.71

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 150 mm. Work to be done as per direction of Engineer-in-charge .(Using Naturally Occuring River Bed Materials)

Quantity1426.11

Rate1667365

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 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.

Quantity792.28

Rate1288635

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.

Quantity792.28

Rate1336473

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.

Quantity10563.75

Rate658544

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.

Quantity10563.75

Rate185076

Amount 17.52

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 asuitable 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 .

Quantity10563.75

Rate1942145

Amount 183.85

Seal Coat: Case-I : 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 as per Technical Specification Clause 510

Quantity10563.75

Rate650515

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 .

Quantity67.5

Rate21193

Amount 313.98

Carriage of Stock Materials : (Lead 50 km).

Quantity-

Rate-

Amount -

Consumption of Cement/steel/Bitumen/Emulsion:

Quantity-

Rate-

Amount -

loading

Quantity45.25

Rate5004

Amount 110.6

Unloading

Quantity45.25

Rate5004

Amount 110.6

Haulage

Quantity1064.25

Rate4469

Amount 4.2

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

Quantity-

Rate-

Amount -

Consumption of Stone Boulder & Dust

Quantity-

Rate-

Amount -

loading and unloading

Quantity4249.81

Rate259323

Amount 61.02

Haulage

Quantity443058.13

Rate1860844

Amount 4.2

Carriage of Non-Stock Materials : (Lead 120 km).

Quantity-

Rate-

Amount -

Consumption of Stone Chips

Quantity-

Rate-

Amount -

loading and unloading

Quantity285.22

Rate31539

Amount 110.58

Haulage

Quantity87847.76

Rate368960

Amount 4.2

Section B

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).

Quantity139.72

Rate29390

Amount 210.35

Retaining wall and Brest wall :

Quantity-

Rate-

Amount -

(b) Intermediate band of Random Rubble masonry with cement mortar In cement mortar (1:5) , ( 1 (cement) : 5(sand))

Quantity1708.32

Rate4930245

Amount 2886.02

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with sound , hard , durable and fairly regular in shape stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

Quantity445.24

Rate839442

Amount 1885.37

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).

Quantity461

Rate224774

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 .

Quantity6128

Rate226490

Amount 36.96

Carriage of Stock Materials : (Lead 50 km).

Quantity-

Rate-

Amount -

Consumption of Cement/steel/Bitumen/Emulsion:

Quantity-

Rate-

Amount -

loading

Quantity174.76

Rate16469

Amount 94.24

Unloading

Quantity174.76

Rate16469

Amount 94.24

Haulage

Quantity3495.24

Rate14680

Amount 4.2

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

Quantity-

Rate-

Amount -

Consumption of Sand

Quantity-

Rate-

Amount -

loading and unloading

Quantity591.93

Rate36119

Amount 61.02

Haulage

Quantity47354.4

Rate198888

Amount 4.2

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

Quantity-

Rate-

Amount -

Consumption of Stones

Quantity-

Rate-

Amount -

loading and unloading

Quantity3170.98

Rate350646

Amount 110.58

Haulage

Quantity246656.81

Rate1035958

Amount 4.2

Section C

Quantity-

Rate-

Amount -

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

Quantity2820

Rate1865853

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.

Quantity317.25

Rate206187

Amount 649.92

Carriage of Stock Materials : (Lead 50 km).

Quantity-

Rate-

Amount -

Consumption of Cement/steel/Bitumen/Emulsion:

Quantity-

Rate-

Amount -

loading

Quantity98.7

Rate9301

Amount 94.24

Unloading

Quantity98.7

Rate9301

Amount 94.24

Haulage

Quantity1974

Rate8290

Amount 4.2

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

Quantity-

Rate-

Amount -

Consumption of Sand

Quantity-

Rate-

Amount -

loading and unloading

Quantity189.5

Rate11563

Amount 61.02

Haulage

Quantity15160

Rate63672

Amount 4.2

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

Quantity-

Rate-

Amount -

Consumption of Stones

Quantity-

Rate-

Amount -

loading and unloading

Quantity648.68

Rate71731

Amount 110.58

Haulage

Quantity57083.84

Rate239752

Amount 4.2

Section D (Road furnitures)

Quantity-

Rate-

Amount -

Providing and Fixing 'Logo' of PMGSY Project

Quantity-

Rate-

Amount -

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm 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 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks 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 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Quantity4

Rate37620

Amount 9405

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

Quantity20

Rate62278

Amount 3113.9

L114-Lingding to Sichey gaon via Rai Gaon

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

Quantity95

Rate45584

Amount 479.84

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

Quantity2055.74

Rate412155

Amount 200.49

Compacting Cut Formation :

Quantity-

Rate-

Amount -

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

Quantity1042.62

Rate38274

Amount 36.71

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 150 mm. Work to be done as per direction of Engineer-in-charge .(Using Naturally Occuring River Bed Materials)

Quantity2102.47

Rate2458144

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 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.

Quantity1168.04

Rate1899805

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.

Quantity1168.04

Rate1970331

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.

Quantity15573.75

Rate970867

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.

Quantity15573.75

Rate272852

Amount 17.52

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 asuitable 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 .

Quantity15573.75

Rate2863233

Amount 183.85

Seal Coat: Case-I : 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 as per Technical Specification Clause 510

Quantity15573.75

Rate959031

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 .

Quantity142.5

Rate44742

Amount 313.98

Carriage of Stock Materials : (Lead 50 km).

Quantity-

Rate-

Amount -

Consumption of Cement/steel/Bitumen/Emulsion:

Quantity-

Rate-

Amount -

loading

Quantity66.74

Rate7381

Amount 110.6

Unloading

Quantity66.74

Rate7381

Amount 110.6

Haulage

Quantity1588.55

Rate6671

Amount 4.2

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

Quantity-

Rate-

Amount -

Consumption of Stone Boulder & Dust

Quantity-

Rate-

Amount -

loading and unloading

Quantity6265.37

Rate382312

Amount 61.02

Haulage

Quantity659425.71

Rate2769587

Amount 4.2

Carriage of Non-Stock Materials : (Lead 120 km).

Quantity-

Rate-

Amount -

Consumption of Stone Chips

Quantity-

Rate-

Amount -

loading and unloading

Quantity420.5

Rate46498

Amount 110.58

Haulage

Quantity120401.1

Rate505684

Amount 4.2

Section B

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).

Quantity596.49

Rate125471

Amount 210.35

Retaining wall and Brest wall :

Quantity-

Rate-

Amount -

(b) Intermediate band of Random Rubble masonry with cement mortar In cement mortar (1:5) , ( 1 (cement) : 5(sand))

Quantity1785.26

Rate5152296

Amount 2886.02

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with sound , hard , durable and fairly regular in shape stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

Quantity1442.74

Rate2720098

Amount 1885.37

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).

Quantity915.11

Rate446189

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 .

Quantity11233.53

Rate415191

Amount 36.96

Carriage of Stock Materials : (Lead 50 km).

Quantity-

Rate-

Amount -

Consumption of Cement/steel/Bitumen/Emulsion:

Quantity-

Rate-

Amount -

loading

Quantity182.63

Rate17211

Amount 94.24

Unloading

Quantity182.63

Rate17211

Amount 94.24

Haulage

Quantity3652.68

Rate15341

Amount 4.2

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

Quantity-

Rate-

Amount -

Consumption of Sand

Quantity-

Rate-

Amount -

loading and unloading

Quantity618.59

Rate37746

Amount 61.02

Haulage

Quantity49487.2

Rate207846

Amount 4.2

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

Quantity-

Rate-

Amount -

Consumption of Stones

Quantity-

Rate-

Amount -

loading and unloading

Quantity5577.6

Rate616771

Amount 110.58

Haulage

Quantity413640.14

Rate1737288

Amount 4.2

Section C

Quantity-

Rate-

Amount -

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

Quantity4145

Rate2742539

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.

Quantity466.31

Rate303064

Amount 649.92

Carriage of Stock Materials : (Lead 50 km).

Quantity-

Rate-

Amount -

Consumption of Cement/steel/Bitumen/Emulsion:

Quantity-

Rate-

Amount -

loading

Quantity145.08

Rate13672

Amount 94.24

Unloading

Quantity145.08

Rate13672

Amount 94.24

Haulage

Quantity2901.5

Rate12186

Amount 4.2

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

Quantity-

Rate-

Amount -

Consumption of Sand

Quantity-

Rate-

Amount -

loading and unloading

Quantity278.55

Rate16997

Amount 61.02

Haulage

Quantity22284

Rate93592

Amount 4.2

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

Quantity-

Rate-

Amount -

Consumption of Stones

Quantity-

Rate-

Amount -

loading and unloading

Quantity953.47

Rate105434

Amount 110.58

Haulage

Quantity114789.91

Rate482117

Amount 4.2

Section D (Road furnitures)

Quantity-

Rate-

Amount -

Providing and Fixing 'Logo' of PMGSY Project

Quantity-

Rate-

Amount -

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm 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 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks 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 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Quantity4

Rate37620

Amount 9405

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

Quantity43

Rate133897

Amount 3113.9

L123-Daragaon to Mullasso

Quantity-

Rate-

Amount -

BOUNDARY PILLARS 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

Quantity142

Rate68137

Amount 479.84

HAND PACKED SOLING FOR SIDE PACKING 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.

Quantity1952.5

Rate1268968

Amount 649.92

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

Quantity3865.95

Rate775084

Amount 200.49

COMPACTING ORIGINAL GROUND SUPPORTING SUBGRADE 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.

Quantity6326.1

Rate232231

Amount 36.71

GRANULAR SUB-BASE WITH WELL GRADED MATERIAL (TABLE 400.1) (A) By Mix in Place Method Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material (A) By Manual Means

Quantity3953.81

Rate4622676

Amount 1169.17

WATER BOUND MACADAM (GRADING - II) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including speading in uniform thickness, hand packing, rolling wih smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading II as per Technical Specification Clause 405 (A) By Manual Means

Quantity2196.56

Rate3572682

Amount 1626.49

WATER BOUND MACADAM (GRADING - III) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including speading in uniform thickness, hand packing, rolling wih smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading III as per Technical Specification Clause 405 (A) By Manual Means

Quantity2196.56

Rate3705311

Amount 1686.87

PRIME COAT (ii). MEDIUM POROSITY 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 Specificaion clause 502

Quantity29287.5

Rate1825782

Amount 62.34

TACK COAT ii). Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distrubutor 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.

Quantity29287.5

Rate513409

Amount 17.53

20MM THK OPEN-GRADED PREMIX CARPET USING BITUMINOUS (PENETRATION GRADE / MODIFIED BITUMEN) BINDER 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 80-100 kN static roller capcaity, finished to required level and grades to be followed by seal coat of either type A or type B or type C as per technical specification clause 508.Case - I By Manual Means

Quantity29287.5

Rate5384506

Amount 183.85

SEAL COAT : CASE - I (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 as per Technical Specification Clause 510

Quantity29287.5

Rate1803524

Amount 61.58

Carriage of stock materials for a distance 30 km by mechnical means

Quantity-

Rate-

Amount -

** Pre-mix carpetting

Quantity-

Rate-

Amount -

Loading of bitumen

Quantity125.35

Rate13841

Amount 110.42

Unloading of bitumen

Quantity125.35

Rate12550

Amount 100.12

Haulage ( 30KM LEAD)

Quantity3760.5

Rate15794

Amount 4.2

Carriage of non - materials for a distance 40 km by mechnical means

Quantity-

Rate-

Amount -

Loading & Unloading of Stone Boulder & Dust

Quantity11782.36

Rate718959

Amount 61.02

Haulage ( 40KM LEAD)

Quantity1036847.68

Rate4354760

Amount 4.2

Loading & Unloading of Stone chips

Quantity2450.39

Rate270964

Amount 110.58

Haulage ( 150KM LEAD)

Quantity808628.7

Rate3396240

Amount 4.2

Earthwork in excavation for structures as per drawing including setting out, construction of ahoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. The foundation bed shall be levelled, watered and 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 =

Quantity2132.55

Rate448581

Amount 210.35

Ordinary Rock =

Quantity-

Rate-

Amount -

Retaining wall and Brest wall :

Quantity-

Rate-

Amount -

(a) Intermediate band of Random Rubble masonry with cement mortar In cement mortar (1:5) , ( 1 (cement) : 5 (sand))

Quantity2345.16

Rate6768172

Amount 2886.02

(b) Providing and laying Hand Packed wall with clean hard selected stone including centering aligning and slopes/curves etc. complete as per the direction of Engineer in Charge.

Quantity202.45

Rate154570

Amount 763.5

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 & IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with sound , hard, durable & fairly regular in shape stone boulders weighing not less than 25 kg each as per drawing & technical specifications Clause 1301

Quantity1172.58

Rate2210747

Amount 1885.37

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 .

Quantity18235.93

Rate673999

Amount 36.96

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).

Quantity79.93

Rate38972

Amount 487.58

Carriage of stock materials for a distance 30 km by mechnical means

Quantity-

Rate-

Amount -

Loading of Cement

Quantity239.91

Rate22609

Amount 94.24

Unloading of Cement

Quantity239.91

Rate22609

Amount 94.24

Haulage

Quantity7197.3

Rate30228

Amount 4.2

Carriage of non - materials for a distance 40 km by mechnical means

Quantity-

Rate-

Amount -

Loading & Unloading of Sand

Quantity812.6

Rate49584

Amount 61.02

Haulage ( 40KM LEAD)

Quantity65008

Rate273033

Amount 4.2

Loading & Unloading of Stone Chips

Quantity4347.51

Rate480747

Amount 110.58

Haulage ( 40KM LEAD)

Quantity382580.88

Rate1606839

Amount 4.2

ROAD WIDENING

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 & Technical Specification Clause 1606.1

Quantity7100

Rate4697715

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.

Quantity798.75

Rate519123

Amount 649.92

Carriage of stock materials for a distance 30 km by mechnical means

Quantity-

Rate-

Amount -

Loading of Cement

Quantity248.5

Rate23418

Amount 94.24

Unloading of Cement

Quantity248.5

Rate23418

Amount 94.24

Haulage

Quantity7455

Rate31311

Amount 4.2

Carriage of non - materials for a distance 40 km by mechnical means

Quantity-

Rate-

Amount -

Loading & Unloading of Sand

Quantity477.12

Rate29113

Amount 61.02

Haulage ( 40KM LEAD)

Quantity38169.6

Rate160312

Amount 4.2

Loading & Unloading of Stone

Quantity1633.18

Rate180597

Amount 110.58

Haulage ( 40KM LEAD)

Quantity143719.84

Rate603623

Amount 4.2

Providing and fixing 'Logo' of PMGSY Project Providing & fixing of typical PMGSY informatory sign board with logo as per MORD specifications & drawing. Three MS plates of 1.6mm thick, top & middle plate duly welded with MS flat iron 25 mm x 5 m size on back on edges. The lower lplate will be welded with MS angle iron frame of 25mm x 25mm x5mm. The angle iron frame of the lower most plate & flat irom frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes 450 mm x 450 mm x 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47 mm x47 mm of 12 SWG steel plate tube. All M.S will be stove enameled on both sides. Lettering & printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade & colour. All sections of framed posts & steel tube will be painted with primer & two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Quantity2

Rate22319

Amount 11159.88

A. Retro- reflectorised Traffic Signs (1) Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type rflective 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 450mm 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801.

Quantity-

Rate-

Amount -

(a) 600 mm equilateral triangle

Quantity36

Rate216311

Amount 6008.65

(b) 900 mm equilateral triangle

Quantity36

Rate126881

Amount 3524.49

L119-Nechudara to Bahun Gaon (Lingdok)

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

Quantity2862.09

Rate573820

Amount 200.49

Providing edge stone on valley side of formation as per drawing and technical specification clause 1608.2.6

Quantity5782

Rate1255040

Amount 217.06

Compacting Cut Formation :

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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 150 mm. Work to be done as per direction of Engineer-in-charge .(Using Naturally Occuring River Bed Materials)

Quantity3073.49

Rate3593432

Amount 1169.17

Providing and laying filter material at the edge of GSB complete as per Drawing and technical specification clause 1302

Quantity867.3

Rate823180

Amount 949.13

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.

Quantity1707.5

Rate2777231

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.

Quantity1707.5

Rate2880330

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.

Quantity22766.63

Rate1419271

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.

Quantity22766.63

Rate399099

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 asuitable 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 .

Quantity22766.63

Rate4185644

Amount 183.85

Seal Coat: Case-I : 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 as per Technical Specification Clause 510

Quantity22766.63

Rate1401969

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 .

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Consumption of Cement/steel/Bitumen/Emulsion:

Quantity-

Rate-

Amount -

loading

Quantity97.44

Rate10759

Amount 110.42

unloading

Quantity97.44

Rate9755

Amount 100.12

Haulage

Quantity4872.06

Rate20462

Amount 4.2

carriage of non stock material ; ( lead 40 km )

Quantity-

Rate-

Amount -

Consumption of Stone Boulder & Dust

Quantity-

Rate-

Amount -

loading and unloading

Quantity10370.52

Rate632809

Amount 61.02

Haulage

Quantity1140757.53

Rate4791181

Amount 4.2

Carriage of Non-Stock Materials : (Lead 140 km).

Quantity-

Rate-

Amount -

Consumption of Stone Chips

Quantity-

Rate-

Amount -

loading and unloading

Quantity819.6

Rate51651

Amount 63.02

Haulage

Quantity90155.84

Rate378654

Amount 4.2

Section B

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).

Quantity274.9

Rate57825

Amount 210.35

a

Quantity183.26

Rate48184

Amount 262.93

Retaining wall and Brest wall :

Quantity-

Rate-

Amount -

(b) Intermediate band of Random Rubble masonry with cement mortar In cement mortar (1:5) , ( 1 (cement) : 5(sand))

Quantity476.57

Rate1531219

Amount 3213

Hand packed Dry stone wall.

Quantity-

Rate-

Amount -

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with sound , hard , durable and fairly regular in shape stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

Quantity156.45

Rate294966

Amount 1885.37

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).

Quantity95.5

Rate46563

Amount 487.58

Parapet of 45cm top to 60cm height providing and laying plum concrete in 1:2:4 c.c with 50% clean hard stone of size noy exceeding 15cm including shuttering ,i/c carriage compacting and curing complete.

Quantity44

Rate101728

Amount 2312

Carriage of Stock Materials : (Lead 55 km).

Quantity-

Rate-

Amount -

Consumption of Cement/steel/Bitumen/Emulsion:

Quantity-

Rate-

Amount -

loading

Quantity52.5

Rate4947

Amount 94.24

unloading

Quantity52.5

Rate4947

Amount 94.24

Haulage

Quantity1968.62

Rate8268

Amount 4.2

Head load

Quantity525

Rate18322

Amount 34.9

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

Quantity-

Rate-

Amount -

Consumption of Sand

Quantity-

Rate-

Amount -

loading and unloading

Quantity168.39

Rate10275

Amount 61.02

Haulage

Quantity58828.09

Rate247077

Amount 4.2

Head load

Quantity168.39

Rate109199

Amount 648.49

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

Quantity-

Rate-

Amount -

Consumption of Stones

Quantity-

Rate-

Amount -

loading and unloading

Quantity623.15

Rate68907

Amount 110.58

Haulage

Quantity113903.57

Rate478394

Amount 4.2

Head load

Quantity623.15

Rate404106

Amount 648.49

Section C

Quantity-

Rate-

Amount -

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

Quantity5782

Rate4707530

Amount 814.17

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.

Quantity-

Rate-

Amount -

Carriage of Stock Materials : (Lead 55 km).

Quantity-

Rate-

Amount -

Consumption of Cement/steel/Bitumen/Emulsion:

Quantity-

Rate-

Amount -

loading and unloading

Quantity192.62

Rate18152

Amount 94.24

loading and unloading

Quantity192.62

Rate18152

Amount 94.24

Haulage

Quantity4815.5

Rate20225

Amount 4.2

head load

Quantity1926.2

Rate67224

Amount 34.9

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

Quantity-

Rate-

Amount -

Consumption of Sand

Quantity-

Rate-

Amount -

loading and unloading

Quantity336.31

Rate20521

Amount 61.02

Haulage

Quantity26904.64

Rate112999

Amount 4.2

head load

Quantity336.31

Rate218093

Amount 648.49

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

Quantity-

Rate-

Amount -

Consumption of Stones

Quantity-

Rate-

Amount -

loading and unloading

Quantity566.84

Rate62681

Amount 110.58

Haulage

Quantity62352

Rate261878

Amount 4.2

head load

Quantity566.84

Rate367590

Amount 648.49

RCC culvert 3mx3m span (0-3.10km)

Quantity-

Rate-

Amount -

Section D (Road furnitures)

Quantity-

Rate-

Amount -

Providing and Fixing 'Logo' of PMGSY Project

Quantity-

Rate-

Amount -

Reinforced cement concrete M15 grade km stone/local stone of standrad design as per IRC:8 (5th Kilometre stone)

Quantity3

Rate10845

Amount 3615.19

Reinforced cement concrete M15 grade km stone/local stone of standrad design as per IRC:8 (Ordinary Kilometre stone)

Quantity5

Rate10653

Amount 2130.63

Reinforced cement concrete M15 grade km stone/local stone of standrad design as per IRC:8 (200M stone)

Quantity15

Rate9136

Amount 609.13

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm 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 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks 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 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Quantity1

Rate11159

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

Quantity15

Rate90129

Amount 6008.65

Construction of Job Pillar as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4

Quantity5

Rate2427

Amount 485.46

Construction of hume pipe from 0km to 5.8km

Quantity21

Rate1388415

Amount 66115

L100-NH31A To Lower Martam

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

Quantity60

Rate28790

Amount 479.84

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

Quantity1359.07

Rate272479

Amount 200.49

Compacting Cut Formation :

Quantity-

Rate-

Amount -

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

Quantity2223.94

Rate81640

Amount 36.71

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 150 mm. Work to be done as per direction of Engineer-in-charge .(Using Naturally Occuring River Bed Materials)

Quantity1389.96

Rate1625099

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 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.

Quantity772.2

Rate1255975

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.

Quantity772.2

Rate1302601

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.

Quantity10296

Rate641852

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.

Quantity10296

Rate180385

Amount 17.52

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 asuitable 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 .

Quantity10296

Rate1892919

Amount 183.85

Seal Coat: Case-I : 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 as per Technical Specification Clause 510

Quantity10296

Rate634027

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 .

Quantity-

Rate-

Amount -

Carriage of Stock Materials : (Lead 30 km).

Quantity-

Rate-

Amount -

Consumption of Cement/steel/Bitumen/Emulsion:

Quantity-

Rate-

Amount -

loading

Quantity44.07

Rate4874

Amount 110.6

Unloading

Quantity44.07

Rate4874

Amount 110.6

Haulage

Quantity1322.1

Rate5552

Amount 4.2

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

Quantity-

Rate-

Amount -

Consumption of Stone Boulder & Dust

Quantity-

Rate-

Amount -

loading and unloading

Quantity4142.09

Rate252750

Amount 61.02

Haulage

Quantity318940.93

Rate1339551

Amount 4.2

Carriage of Non-Stock Materials : (Lead 148km).For pre-mix

Quantity-

Rate-

Amount -

Consumption of Stone Chips

Quantity-

Rate-

Amount -

loading and unloading

Quantity277.99

Rate30740

Amount 110.58

Haulage

Quantity90513.54

Rate380156

Amount 4.2

Section B

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).

Quantity1325.72

Rate278865

Amount 210.35

Retaining wall and Brest wall :

Quantity-

Rate-

Amount -

(b) Intermediate band of Random Rubble masonry with cement mortar In cement mortar (1:5) , ( 1 (cement) : 5(sand))

Quantity1574.04

Rate4542710

Amount 2886.02

(c ) Handpacked Dry stone wall

Quantity234.2

Rate178811

Amount 763.5

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with sound , hard , durable and fairly regular in shape stone boulders weighing not less than 25 kg each as per drawing and technical specifications 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).

Quantity206.1

Rate100490

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 .

Quantity8116.89

Rate300000

Amount 36.96

Carriage of Stock Materials : (Lead 30 km).

Quantity-

Rate-

Amount -

Consumption of Cement/steel/Bitumen/Emulsion:

Quantity-

Rate-

Amount -

loading

Quantity161.02

Rate15174

Amount 94.24

Unloading

Quantity161.02

Rate15174

Amount 94.24

Haulage

Quantity4830.72

Rate20289

Amount 4.2

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

Quantity-

Rate-

Amount -

Consumption of Sand

Quantity-

Rate-

Amount -

loading and unloading

Quantity545.4

Rate33280

Amount 61.02

Haulage

Quantity43632

Rate183254

Amount 4.2

Carriage of Non-Stock Materials : (Lead 23 km).

Quantity-

Rate-

Amount -

Consumption of Stones

Quantity-

Rate-

Amount -

loading and unloading

Quantity2148.62

Rate237594

Amount 110.58

Haulage

Quantity108720.17

Rate456624

Amount 4.2

Section C

Quantity-

Rate-

Amount -

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

Quantity2496

Rate1651478

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.

Quantity280.8

Rate182497

Amount 649.92

Carriage of Stock Materials : (Lead 20 km).

Quantity-

Rate-

Amount -

Consumption of Cement/steel/Bitumen/Emulsion:

Quantity-

Rate-

Amount -

loading

Quantity87.36

Rate8232

Amount 94.24

Unloading

Quantity87.36

Rate8232

Amount 94.24

Haulage

Quantity2620.8

Rate11007

Amount 4.2

Carriage of Non-Stock Materials : (Lead 39 km).

Quantity-

Rate-

Amount -

Consumption of Sand

Quantity-

Rate-

Amount -

loading and unloading

Quantity167.73

Rate10234

Amount 61.02

Haulage

Quantity13082.94

Rate54948

Amount 4.2

Carriage of Non-Stock Materials : (Lead 35 km).

Quantity-

Rate-

Amount -

Consumption of Stones

Quantity-

Rate-

Amount -

loading and unloading

Quantity574.14

Rate63488

Amount 110.58

Haulage

Quantity44208.78

Rate185676

Amount 4.2

Section D (Road furnitures)

Quantity-

Rate-

Amount -

Providing and Fixing 'Logo' of PMGSY Project

Quantity-

Rate-

Amount -

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm 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 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks 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 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Quantity2

Rate22319

Amount 11159.88

900 mm side octagonal

Quantity6

Rate21254

Amount 3542.49

600 mm side equilateral triangle

Quantity10

Rate35424

Amount 3542.49

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