Rural Management And Development Department Tender

View complete overview of Sikkim Rural Management And Development Department Tender

Rural Management And Development Department Tender

Works

Civil And Construction

Road Construction

Eprocure

East Sikkim, Sikkim

Opening Date7 Feb 2019

Closing Date15 Feb 2019

Tender Amount₹ 1,93,29,000

Notes

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Costs

EMD
₹ 4,83,225
Document Cost
Refer Documents
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2019_CESDA_74297_8
Bid Award Id
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Tender No
PMGSY II Batch-I Re-Tender 2 2018-19
Tender Authority
Rural Management And Development Department View
Purchaser Address
-
Website
http://pmgsytenders.gov.in

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Documents

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Tender Notice-1Tendernotice_1.pdf

BOQ-1365.1 kBBOQ_137229.xls

BOQ

Corrigendum-1Corrigendum.pdf

Report Missing Document

BOQ Items

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Quantity-

Rate-

Amount -

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Construction of Subgrade and Earthen Shoulders

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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 p

Quantity1299.38

Rate-

Amount 200.49

Compacting Cut Formation :

Quantity-

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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.

Quantity1594.69

Rate-

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 .

Quantity1328.91

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.

Quantity738.28

Rate-

Amount 1626.49

Water Bound Macadam Base (Grade-III):Using screening Type BProviding, 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.

Quantity738.28

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.

Quantity9843.75

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.

Quantity9843.75

Rate-

Amount 17.53

Close Graded Premix Surfacing/Mixed Seal Surfacing(Mechanical means HMP of appropriate capaity not less then 75 tonnes/hour.Providing ,laying and rolling of close -graded premix surfacin material of 20mm thickness composed of 11.2mm to 0.9mm(Type-a) or 13.2 mm to 0.09 mm(Type-b) aggregates using penetration grade bitumen to the 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, and finishing to required level and grade)

Quantity9843.75

Rate-

Amount 201.46

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

Quantity9843.75

Rate-

Amount 61.58

Carraige of stock materials:(lead=140km)

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Amount -

Consumption of Cement/steel/Bitumen Emulsion :

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Amount -

Quantity42.13

Rate-

Amount 110.42

Unloading =

Quantity42.13

Rate-

Amount 100.12

Haulage =

Quantity5898.2

Rate-

Amount 4.2

Carraige of non-stock materials:(lead:45)

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Amount -

Consumption of stone chips & stone dust :

Quantity-

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Amount -

Loading & unloading

Quantity3960.14

Rate-

Amount 61.02

Haulage =

Quantity392053.95

Rate-

Amount 4.2

Carraige of non-stock materials:(lead:60)

Quantity-

Rate-

Amount -

Loading & unloading

Quantity265.78

Rate-

Amount 110.58

Haulage =

Quantity35082.96

Rate-

Amount 4.2

Setion B

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Retaining wall & Brest wall :

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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

Quantity1241.83

Rate-

Amount 210.35

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

Quantity1352.45

Rate-

Amount 2886.02

c) Handpacked Dry stone wall:

Quantity172.08

Rate-

Amount 763.5

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

Quantity659.17

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).

Quantity158.6

Rate-

Amount 487.58

Carraige of stock materials(35km)

Quantity-

Rate-

Amount -

Quantity138.36

Rate-

Amount 94.24

Unloading =

Quantity138.36

Rate-

Amount 94.24

Haulage =

Quantity4842.46

Rate-

Amount 4.2

Carraige of Sand(Lead:40km)

Quantity-

Rate-

Amount -

Loading& unloading

Quantity468.63

Rate-

Amount 61.02

Haulage =

Quantity37490.4

Rate-

Amount 4.2

Carraige of Stone(Lead:40km)

Quantity-

Rate-

Amount -

Loading& unloading

Quantity2601.28

Rate-

Amount 110.58

Haulage =

Quantity228912.8

Rate-

Amount 4.2

Setion C

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Amount -

Construction of Hill Side Drain

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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

Quantity2500

Rate-

Amount 661.65

P/L hand packed stone soling of specified thickness with clean hard selected stones all complete

Quantity281.25

Rate-

Amount 560.28

Carraige of stock materials(Lead:35km)

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Rate-

Amount -

Quantity87.5

Rate-

Amount 94.24

Unloading =

Quantity87.5

Rate-

Amount 94.24

Haulage =

Quantity3062.5

Rate-

Amount 4.2

Carraige of Sand(Lead:40km)

Quantity-

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Amount -

Loading & unloading

Quantity168

Rate-

Amount 61.02

Haulage =

Quantity15120.24

Rate-

Amount 4.2

Carraige of Stone(Lead:40km)

Quantity-

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Amount -

Loading& unloading

Quantity575.06

Rate-

Amount 110.58

Haulage =

Quantity56931.67

Rate-

Amount 4.2

Providing and Fixing 'Logo' of PMGSY Project

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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 we

Quantity4

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

Quantity-

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Amount -

900mm side equilaterial triangle

Quantity16

Rate-

Amount 6008.65

600mm side equilateral triangle

Quantity16

Rate-

Amount 3524.49

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Rural Management And Development Department Tender