Rural Management And Development Department Tender

View complete overview of Sikkim Rural Management And Development Department Tender

Rural Management And Development Department Tender

Works

Eprocure

East Sikkim, Sikkim

Opening Date27 Apr 2018

Closing Date7 May 2018

Tender Amount₹ 15,88,03,000

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Costs

EMD
₹ 39,70,075
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Description

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Tender Id
2018_CESDA_62029_1
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-1448.0 kBBOQ_115950.xls

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

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BOQ Items

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Quantity-

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Amount -

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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.

Quantity22216.74

Rate4454234

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.

Quantity11108.37

Rate407788

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.

Quantity53405.63

Rate712965

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.

Quantity10681.13

Rate24625345

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.

Quantity53405.63

Rate3329306

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.

Quantity53405.63

Rate936200

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

Quantity53405.63

Rate9818625

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

Quantity53405.63

Rate3288718

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

Quantity228.61

Rate25243

Amount 110.42

unloading

Quantity228.61

Rate22888

Amount 100.12

Haulage

Quantity36577.6

Rate153625

Amount 4.2

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

Quantity-

Rate-

Amount -

loading & unloading

Quantity4592.88

Rate280257

Amount 61.02

Haulage

Quantity535529.81

Rate2249225

Amount 4.2

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

Quantity-

Rate-

Amount -

loading & unloading

Quantity1441.95

Rate87987

Amount 61.02

Haulage

Quantity168131.37

Rate706151

Amount 4.2

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

Quantity-

Rate-

Amount -

loading & unloading

Quantity8544.9

Rate521409

Amount 61.02

Haulage

Quantity85449

Rate358885

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

Quantity536.19

Rate112787

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

Quantity1017.78

Rate1918882

Amount 1885.37

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

Quantity16182.36

Rate515569

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).

Quantity205

Rate99953

Amount 487.58

Carriage of Stock Materials (cement) : ( Lead 64 km )

Quantity-

Rate-

Amount -

loading

Quantity12.62

Rate1189

Amount 94.24

unloading

Quantity12.62

Rate1189

Amount 94.24

Haulage

Quantity807.68

Rate3392

Amount 4.2

Carriage of Non-Stock Materials (sand) : ( Lead 25km )

Quantity-

Rate-

Amount -

loading & unloading

Quantity-

Rate-

Amount -

Haulage

Quantity-

Rate-

Amount -

Carriage of Non-Stock Materials (stone): ( Lead 25km )

Quantity-

Rate-

Amount -

loading & unloading

Quantity1344.33

Rate148656

Amount 110.58

Haulage

Quantity73938.15

Rate310540

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

Quantity14241.15

Rate9422656

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)

Quantity1602.17

Rate969473

Amount 605.1

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

Quantity-

Rate-

Amount -

loading

Quantity498.45

Rate46973

Amount 94.24

unloading

Quantity498.45

Rate46973

Amount 94.24

Haulage

Quantity14953.59

Rate62805

Amount 4.2

Carriage of Non-Stock Materials (sand) : ( Lead 25km )

Quantity-

Rate-

Amount -

loading & unloading

Quantity957.03

Rate58397

Amount 61.02

Haulage

Quantity105273.3

Rate442147

Amount 4.2

Carriage of Non-Stock Materials (stone) : ( Lead 25km )

Quantity-

Rate-

Amount -

loading & unloading

Quantity3275.9

Rate241499

Amount 73.72

Haulage

Quantity180174.5

Rate756732

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

Quantity115

Rate690994

Amount 6008.65

600mm side equilateral triangle

Quantity115

Rate405316

Amount 3524.49

L096-DAC APP RD To Ringhim Gumpa

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

Quantity450

Rate215928

Amount 479.84

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.

Quantity8937.18

Rate1791815

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.

Quantity4468.59

Rate164041

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.

Quantity2908.13

Rate4593304

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.

Quantity1994.91

Rate3244701

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.

Quantity1994.91

Rate3365153

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.

Quantity26598.75

Rate1658166

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.

Quantity26598.75

Rate466276

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

Quantity26598.75

Rate4890180

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

Quantity26598.75

Rate1637951

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 .

Quantity213.75

Rate72147

Amount 337.53

Carriage of Stock Materials : ( Lead 140km )

Quantity-

Rate-

Amount -

Bitumen

Quantity-

Rate-

Amount -

loading

Quantity113.94

Rate12581

Amount 110.42

unloading

Quantity113.94

Rate11407

Amount 100.12

Haulage

Quantity15951.6

Rate66996

Amount 4.2

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

Quantity-

Rate-

Amount -

loading & unloading

Quantity9826.83

Rate599633

Amount 61.02

Haulage

Quantity864761.04

Rate3631996

Amount 4.2

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

Quantity-

Rate-

Amount -

loading & unloading

Quantity718.17

Rate43822

Amount 61.02

Haulage

Quantity63198.96

Rate265435

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

Quantity1132.08

Rate238133

Amount 210.35

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

Quantity2136.23

Rate6165211

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).

Quantity1058.4

Rate516054

Amount 487.58

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

Quantity9842.75

Rate313590

Amount 31.86

Carriage of Stock Materials : ( Lead 60km )

Quantity-

Rate-

Amount -

CEMENT

Quantity-

Rate-

Amount -

loading

Quantity218.54

Rate20595

Amount 94.24

unloading

Quantity218.54

Rate20595

Amount 94.24

Haulage

Quantity13112.22

Rate55071

Amount 4.2

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

Quantity-

Rate-

Amount -

SAND

Quantity-

Rate-

Amount -

loading & unloading

Quantity740.2

Rate45167

Amount 61.02

Haulage

Quantity59216

Rate248707

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 20km )

Quantity-

Rate-

Amount -

STONE

Quantity-

Rate-

Amount -

loading & unloading

Quantity2808.48

Rate310561

Amount 110.58

Haulage

Quantity123573.12

Rate519007

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

Quantity7093

Rate4693083

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)

Quantity797.96

Rate482845

Amount 605.1

Carriage of Stock Materials : ( Lead 60km )

Quantity-

Rate-

Amount -

CEMENT

Quantity-

Rate-

Amount -

loading

Quantity248.26

Rate23396

Amount 94.24

unloading

Quantity248.26

Rate23396

Amount 94.24

Haulage

Quantity14895.3

Rate62560

Amount 4.2

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

Quantity-

Rate-

Amount -

SAND

Quantity-

Rate-

Amount -

loading & unloading

Quantity476.65

Rate29085

Amount 61.02

Haulage

Quantity38132

Rate160154

Amount 4.2

Carriage of Non-Stock Materials : ( Lead 20km )

Quantity-

Rate-

Amount -

STONE

Quantity-

Rate-

Amount -

loading & unloading

Quantity1631.57

Rate180419

Amount 110.58

Haulage

Quantity71789.08

Rate301514

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

600 mm

Quantity30

Rate105734

Amount 3524.49

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