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₹ 1,26,66,000

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Costs

EMD
₹ 3,16,650
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Refer Documents
Tender Fee
Refer Documents

Description

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Tender Id
2019_CESDA_72145_3
Bid Award Id
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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-1Tendernotice_1.pdf

BOQ-1346.6 kBBOQ_134697.xls

BOQ

Document-12.5 MBSBD.pdf

SBD

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BOQ Items

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Quantity-

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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.

Quantity1404

Rate51540

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.

Quantity7290

Rate100456

Amount 13.78

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. UCS @ 7 days = 4.50

Quantity1458

Rate3100582

Amount 2126.6

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.

Quantity6750

Rate420795

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.

Quantity6750

Rate118327

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

Quantity6750

Rate1240987

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

Quantity6750

Rate415665

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 .

Quantity146.26

Rate49367

Amount 337.53

Carriage of stck materila:loading/unloading

Quantity28.95

Rate3196

Amount 110.42

haulage

Quantity28.95

Rate2898

Amount 100.12

head load

Quantity723.75

Rate3039

Amount 4.2

Carriage of Stone chips & stone dust : loading/unloading

Quantity477.9

Rate29161

Amount 61.02

haulage

Quantity15770.4

Rate63397

Amount 4.02

Carriage of Stone chips & stone dust :(for premix) loading/unloading

Quantity182.25

Rate11120

Amount 61.02

haulage

Quantity58939.65

Rate236937

Amount 4.02

Carriage of Soil from borrow pit :loading/unloading

Quantity1020.6

Rate62277

Amount 61.02

haulage

Quantity9185.4

Rate36925

Amount 4.02

Retaining and breast wall

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

Quantity198.59

Rate41773

Amount 210.35

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

Quantity526.65

Rate1509431

Amount 2866.1

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.

Quantity500.6

Rate943816

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).

Quantity622

Rate303274

Amount 487.58

Carriage of stck material:loading/unloading

Quantity71.8

Rate6763

Amount 94.2

haulage

Quantity71.8

Rate6763

Amount 94.2

head load

Quantity1795

Rate7539

Amount 4.2

Carriage ofvsand : loading/unloading

Quantity1243.56

Rate75882

Amount 61.02

haulage

Quantity24843.12

Rate104341

Amount 4.2

Carriage of Stone loading/unloading

Quantity2443

Rate270146

Amount 110.58

haulage

Quantity195440

Rate820848

Amount 4.2

Construction of Hill 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

Quantity1800

Rate1190970

Amount 661.65

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

Quantity202.5

Rate113456

Amount 560.28

Carriage of stck material:loading/unloading

Quantity63

Rate5937

Amount 94.24

haulage

Quantity63

Rate5937

Amount 94.24

head load

Quantity1575

Rate6615

Amount 4.2

Carriage ofvsand : loading/unloading

Quantity120.76

Rate7368

Amount 61.02

haulage

Quantity7257.6

Rate30481

Amount 4.2

Carriage of Stone loading/unloading

Quantity414.05

Rate45785

Amount 110.58

haulage

Quantity27327.3

Rate114774

Amount 4.2

Earthwork in hilly area in ordinary rock not requiring blasting by mechanical means i/c cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres

Quantity2497.5

Rate525349

Amount 210.35

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