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 Date11 Jan 2019

Closing Date17 Jan 2019

Tender Amount₹ 3,10,74,000

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Costs

EMD
₹ 7,76,850
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Construction of road.

Description

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Tender Id
2019_CESDA_72145_10
Bid Award Id
View
Tender No
PMGSY II BAtch-I Re-Tender 2018-19
Tender Authority
Rural Management And Development Department View
Purchaser Address
-
Website
http://pmgsytenders.gov.in

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Documents

Tender Notice-1768.7 kBTendernotice_1.pdf

NIT

BOQ-1453.1 kBBOQ_134708.xls

BOQ

Document-12.5 MBSBD.pdf

SBD

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

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Amount -

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Compacting Cut Formation :

Quantity-

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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-

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Amount -

Granular Sub-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.

Quantity1531.58

Rate-

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.

Quantity874.3

Rate-

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.

Quantity874.3

Rate-

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.

Quantity16155.56

Rate-

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.

Quantity16155.56

Rate-

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 .

Quantity11055

Rate-

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

Quantity11055

Rate-

Amount 61.58

Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction) For Grading-II (19 mm nominal size),50mm Thick. As per SPWD SOR-2012

Quantity255.03

Rate-

Amount 7740.1

Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects) for Grading I ( 13 mm nominal size ),25mm Thick.

Quantity127.52

Rate-

Amount 10570.3

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 118 km).

Quantity-

Rate-

Amount -

Consumption of Cement/steel/Bitumen/Emulsion:

Quantity-

Rate-

Amount -

loading

Quantity79.25

Rate-

Amount 110.42

Unloading

Quantity79.25

Rate-

Amount 100.12

Haulage

Quantity9269.68

Rate-

Amount 4.2

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

Quantity-

Rate-

Amount -

Consumption of Stone Boulder & Dust

Quantity-

Rate-

Amount -

loading

Quantity4613.83

Rate-

Amount 36.86

unloading

Quantity4613.83

Rate-

Amount 24.16

Haulage

Quantity248675.22

Rate-

Amount 4.2

Carriage of Non-Stock Materials : (Lead 51 km).

Quantity-

Rate-

Amount -

Consumption of Stone Chips

Quantity-

Rate-

Amount -

loading

Quantity915.18

Rate-

Amount 38.86

unloading

Quantity915.18

Rate-

Amount 24.16

Haulage

Quantity104286.79

Rate-

Amount 4.2

SECTION B (PROTECTIVE WORK AND SLIP CLEARENCE)

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

soil by mechanical means 60%

Quantity1458.24

Rate-

Amount 210.35

ordinary rock by mechanical means 40%

Quantity972.164

Rate-

Amount 262.93

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))

Quantity2443.18

Rate-

Amount 2886.02

b)H.P Dry 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

Quantity748.73

Rate-

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).

Quantity374

Rate-

Amount 487.58

i)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 .

Quantity2400

Rate-

Amount 31.86

ii) Throwing of spoils of total quantity V.I. No. 1 within 5km radius by mechenical means.

Quantity-

Rate-

Amount -

Loading

Quantity964

Rate-

Amount 36.86

Unloading

Quantity964

Rate-

Amount 24.16

Haulage

Quantity8676

Rate-

Amount 4.2

Carriage of Stock Materials : (Lead 58 km).

Quantity-

Rate-

Amount -

Consumption of Cement/steel/Bitumen/Emulsion:

Quantity-

Rate-

Amount -

loading

Quantity315.35

Rate-

Amount 94.24

Unloading

Quantity315.35

Rate-

Amount 94.24

Haulage

Quantity18736.66

Rate-

Amount 4.2

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

Quantity-

Rate-

Amount -

Consumption of Sand

Quantity-

Rate-

Amount -

loading

Quantity849.92

Rate-

Amount 36.86

unloading

Quantity849.92

Rate-

Amount 24.16

Haulage

Quantity33207.33

Rate-

Amount 4.2

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

Quantity-

Rate-

Amount -

Consumption of Stones

Quantity-

Rate-

Amount -

loading

Quantity4066.55

Rate-

Amount 73.72

unloading

Quantity4066.55

Rate-

Amount 36.86

Haulage

Quantity217963.39

Rate-

Amount 4.2

SECTION C (LONGITUDINAL DRAIN AND CROSS DRAIN)

Quantity-

Rate-

Amount -

Construction of Hill Side Drain

Quantity-

Rate-

Amount -

TRAPEZOIDAL DRAIN: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(Analysed rate enclosed i/c P/L hand packed stone soling)

Quantity3900.16

Rate-

Amount 814.84

Carriage of Stock Materials : (Lead 58km).

Quantity-

Rate-

Amount -

Consumption of Cement/steel/Bitumen/Emulsion:

Quantity-

Rate-

Amount -

loading

Quantity262.92

Rate-

Amount 94.24

Unloading

Quantity262.92

Rate-

Amount 94.24

Haulage

Quantity15425.82

Rate-

Amount 4.2

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

Quantity-

Rate-

Amount -

Consumption of Sand

Quantity-

Rate-

Amount -

loading

Quantity444.798

Rate-

Amount 36.86

Unloading

Quantity444.798

Rate-

Amount 24.16

Haulage

Quantity16910.498

Rate-

Amount 4.2

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

Quantity-

Rate-

Amount -

Consumption of Stones

Quantity-

Rate-

Amount -

loading

Quantity1009.41

Rate-

Amount 73.72

Unloading

Quantity1009.41

Rate-

Amount 36.86

Haulage

Quantity51627.74

Rate-

Amount 4.2

CROSS DRAIN Providing and Laying RCC Pipe NP3 as per design in single row,excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets clause 1160. Rate as per MORD Specifications 1100.(chapter 9.) Analysed rate enclosed

Quantity142.5

Rate-

Amount 5031.01

Carriage of Stock Materials : (Lead 58 km).

Quantity-

Rate-

Amount -

Consumption of Cement/steel/Bitumen/Emulsion:

Quantity-

Rate-

Amount -

loading

Quantity4.631

Rate-

Amount 94.24

Unloading

Quantity4.631

Rate-

Amount 94.24

Haulage

Quantity274.1

Rate-

Amount 4.2

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

Quantity-

Rate-

Amount -

Consumption of Sand

Quantity-

Rate-

Amount -

loading

Quantity124.92

Rate-

Amount 36.86

Unloading

Quantity124.92

Rate-

Amount 24.16

Haulage

Quantity4912.663

Rate-

Amount 4.2

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

Quantity-

Rate-

Amount -

Consumption of Stones

Quantity-

Rate-

Amount -

loading

Quantity83.55

Rate-

Amount 73.72

Unloading

Quantity83.55

Rate-

Amount 36.86

Haulage

Quantity1560.67

Rate-

Amount 4.2

Carriage Hume pipe : (Lead 98 km).

Quantity-

Rate-

Amount -

loading

Quantity16.06

Rate-

Amount 94.24

Unloading

Quantity16.06

Rate-

Amount 94.24

Haulage

Quantity1592.592

Rate-

Amount 4.2

RCC SLAB CULVERT

Quantity-

Rate-

Amount -

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.

Quantity98.01

Rate-

Amount 210.35

stone masonary in cement mortar for substructure complete as per drawing & technical specification clauses 702,704,1202,and 1204(1:5)

Quantity132.72

Rate-

Amount 3018.41

Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.

Quantity1.35

Rate-

Amount 806.02

Plain/Reinforced Cement Concrete of grade M-20(1:2:4) in complete as per Drawing and Technical Specifications.

Quantity16.09

Rate-

Amount 4952.35

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

Quantity23.8

Rate-

Amount 290

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification

Quantity29.41

Rate-

Amount 487.58

Providing tar paper bearing under the deck slab etc complete as per drawing and Technical Specifications

Quantity7.88

Rate-

Amount 100

Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

Quantity101.74

Rate-

Amount 264.08

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Quantity22.64

Rate-

Amount 6742.8

Filling fondation and plinth with excavated earth well watered and rammed etc complete as per drawing and Technical Specifications

Quantity32.67

Rate-

Amount 487.58

Carriage of Stock Materials : (Lead 58 km).

Quantity-

Rate-

Amount -

Consumption of Cement/steel/Bitumen/Emulsion:

Quantity-

Rate-

Amount -

loading

Quantity21.1

Rate-

Amount 94.24

Unloading

Quantity21.1

Rate-

Amount 94.24

Haulage

Quantity1223.8

Rate-

Amount 4.2

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

Quantity-

Rate-

Amount -

Consumption of Sand

Quantity-

Rate-

Amount -

loading

Quantity53.69

Rate-

Amount 36.86

Unloading

Quantity53.69

Rate-

Amount 24.16

Haulage

Quantity1342.25

Rate-

Amount 4.2

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

Quantity-

Rate-

Amount -

Consumption of Stones

Quantity-

Rate-

Amount -

loading

Quantity140.78

Rate-

Amount 73.72

Unloading

Quantity140.78

Rate-

Amount 36.86

Haulage

Quantity3519.5

Rate-

Amount 4.2

SECTION D (ROAD FURNITURE)

Quantity-

Rate-

Amount -

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

Quantity2

Rate-

Amount 485.46

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

Quantity3

Rate-

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

Quantity55

Rate-

Amount 6008.65

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per Drawing and Technical Specification Clause 1703 Ordinary Kilometre Stone (precast/cast-in-situ)

Quantity6

Rate-

Amount 2130.63

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per Drawing and Technical Specification Clause 1703 200 M Stone (precast/cast-insitu)

Quantity26

Rate-

Amount 609.13

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per Drawing and Technical Specification Clause 1703 5th Kilometre Stone (precast/cast-in-situ)

Quantity1

Rate-

Amount 3615.19

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