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

Eprocure

West Sikkim, Sikkim

Opening Date21 Nov 2018

Closing Date13 Dec 2018

Tender Amount₹ 5,60,17,000

Notes

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Costs

EMD
₹ 14,00,425
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Sk04s33

Description

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Contact

Tender Id
2018_CESDA_70765_1
Bid Award Id
View
Tender No
PMGSY II Batch-I 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-1841.3 kBTendernotice_1.pdf

NIT

BOQ-1375.3 kBBOQ_132088.xls

BOQ

Document-12.4 MBSBDPMGSYII.pdf

sbd

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

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Soil by Mechanical means

Quantity7231.64

Rate384361

Amount 53.15

Soil by Manual means

Quantity3099.27

Rate127844

Amount 41.25

Ordinary Rock by Mechanical means

Quantity26191.1

Rate2202933

Amount 84.11

Ordinary Rock by Manual means

Quantity11224.75

Rate589972

Amount 52.56

Throwing of spoils

Quantity19098.7

Rate1720028

Amount 90.06

Pavement work

Quantity-

Rate-

Amount -

Construction of Subgrade and Earthen Shoulders: Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) with lead upto 1000m as per technical specification clause 303.1

Quantity9540

Rate1912674

Amount 200.49

Compacting cut formation

Quantity9540

Rate250806

Amount 26.29

By Mix in Place Method (Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401) for grading- I Material Granular Sub-base with Close Graded Material (Table:- 400-1)

Quantity3975

Rate4647450

Amount 1169.17

Water Bound Macadam Base (Grading-II): Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Smoothroller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) grading 2 as per technical specification clause 405

Quantity2227.5

Rate3623006

Amount 1626.49

Water Bound Macadam Base (Grading-III): Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) grading 3as per technical specification clause 405

Quantity2227.5

Rate3757502

Amount 1686.87

Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)

Quantity-

Rate-

Amount -

Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)

Quantity-

Rate-

Amount -

Prime Coat: Prime coat (Providing and applying primer coat with bitumen emulsion (ss-1)on prepared surface of granular Base including clearing of road surface and spraying primer at the rate 1.2 to 1.5 kg/sqm using mechanical means as per technical specification clause 503 High Porosity

Quantity29700

Rate2374218

Amount 79.94

Tack Coat: Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion (RS-1)pressure distributor at required rate 0.25to 0.30 kg/sqmon the prepared bituminous/granular surface cleaned with mechanical broom.)as per clause 503 Granular Surface Treated with Primer

Quantity29700

Rate520641

Amount 17.53

20 mm thick open graded premixed carpate using bituminous emulsion .

Quantity29700

Rate5296698

Amount 178.34

Seal Coat: Case-I I: Type B (I) Using Bitumen 60/70 grade Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per technical clause 510

Quantity29700

Rate1828926

Amount 61.58

carrage of stock materials (136 km)

Quantity-

Rate-

Amount -

loading/unloading

Quantity1323.14

Rate278573

Amount 210.54

Haulage

Quantity17994.64

Rate75577

Amount 4.2

carraige of stone chips and binding metarials

Quantity-

Rate-

Amount -

Stone( Lead 46 km)

Quantity-

Rate-

Amount -

loading/unloading

Quantity11864.4

Rate1311965

Amount 110.58

Haulage

Quantity1200677.28

Rate4982810

Amount 4.15

Stone Chips (Lead 156km)

Quantity-

Rate-

Amount -

loading/unloading

Quantity801.9

Rate48931

Amount 61.02

Haulage

Quantity275212.08

Rate1142130

Amount 4.15

carraige of sand (lead 46 km)

Quantity-

Rate-

Amount -

loading/unloading

Quantity178.2

Rate10870

Amount 61

Haulage

Quantity13115.52

Rate55085

Amount 4.2

PROTECTIVE WORK

Quantity-

Rate-

Amount -

Earth work in excavation for structure as per drawing for ordinary soil and ordinary rock(without blasting) upto 3 m depth as per specification 300

Quantity948.2

Rate199453

Amount 210.35

Providing and laying. Random Rubble Stone masonary in (1:5cement mortar) as per technical specification clause 700

Quantity2650.45

Rate7596507

Amount 2866.12

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 Charg

Quantity268.07

Rate130705

Amount 487.58

Providing and laying of boulder apron laid in wire crates with 4mm dia GI Wire conforming to IS : 280 and IS : 4826 in 100mm x 100mm mesh (woven diagonally) ncluding 10 percent extra for laps and joints with stone boulders weighing not less than 25 kg each as per drawing and technical specification clause 1301

Quantity-

Rate-

Amount -

Providing and laying hand packed stone filling behind abutment, wingwall and retaining wall complete as per drawing and technical specification clause 1204.3.8

Quantity-

Rate-

Amount -

Parapets of 45 cm top to 60 cm bottom and 60 cm height

Quantity-

Rate-

Amount -

Providing & laying Plum concrete in 1:2:4 c.c. (1 cement, 2 coarse sand, 4 clean hard grade stone chips of 20 mm to 25 mm nominal guage) with 50% clean hard stone of sizes not exceeding 15 cm including shuttering, compacting and curing complete.

Quantity-

Rate-

Amount -

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 .

Quantity22342

Rate711816

Amount 31.86

carrage of stock materials (46km)

Quantity-

Rate-

Amount -

loading/unloading

Quantity167.11

Rate31496

Amount 188.48

Haulage

Quantity7687.1

Rate32285

Amount 4.2

carraige of sand (lead 46 km)

Quantity-

Rate-

Amount -

loading/unloading

Quantity919.71

Rate56911

Amount 61.88

Haulage

Quantity76151.42

Rate319835

Amount 4.2

carraige of stone (lead 46 km)

Quantity-

Rate-

Amount -

loading/unloading

Quantity3328.88

Rate368107

Amount 110.58

Haulage

Quantity336882.83

Rate1414907

Amount 4.2

SIDE DRAIN AND C.D

Quantity-

Rate-

Amount -

Construction of Hill Side Drain

Quantity7000

Rate4631550

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 but excluding carriage and consolidation using:

Quantity1050

Rate764778

Amount 728.36

Providing and Laying reinforced Cement Concrete Pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2

Quantity6

Rate740334

Amount 123389

carrage of stock materials (46 km)

Quantity-

Rate-

Amount -

Quantity242.2

Rate22824

Amount 94.24

unloading

Quantity242.2

Rate22824

Amount 94.24

Haulage

Quantity111412

Rate467930

Amount 4.2

carraige of sand (lead 46 km)

Quantity-

Rate-

Amount -

Quantity465.02

Rate17140

Amount 36.86

unloading

Quantity465.02

Rate11234

Amount 24.16

Haulage

Quantity38503.99

Rate161716

Amount 4.2

carraige of stone(lead 46 km)

Quantity-

Rate-

Amount -

Quantity2004.92

Rate147802

Amount 73.72

unloading

Quantity2004.92

Rate73901

Amount 36.86

Haulage

Quantity202898.23

Rate842027

Amount 4.15

ROAD FURNITURE AND OTHERS

Quantity-

Rate-

Amount -

Providing fitting fixing of typical PMGSY Informatory sign board with LOGO.

Quantity2

Rate22319

Amount 11159.88

Prviding fitting fixing informatory singn as per IRC :67

Quantity10

Rate35244

Amount 3524.49

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Rural Management And Development Department Tender