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

West Sikkim, Sikkim

Opening Date11 Jan 2019

Closing Date17 Jan 2019

Tender Amount₹ 1,71,80,000

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Costs

EMD
₹ 4,29,500
Document Cost
Refer Documents
Tender Fee
Refer Documents

Description

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Tender Id
2019_CESDA_72145_18
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-1Tendernotice_1.pdf

BOQ-1377.3 kBBOQ_134719.xls

BOQ

Document-12.5 MBSBD.pdf

SBD

Report Missing Document

BOQ Items

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Quantity-

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Amount -

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Compacting Cut Formation: 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-

Rate-

Amount -

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)

Quantity974.75

Rate-

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

Quantity676.91

Rate-

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

Quantity676.91

Rate-

Amount 1686.87

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

Quantity9025.5

Rate-

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

Quantity9025.5

Rate-

Amount 17.53

20mm thick Open-Graded Premix Carpet using Bituminous emulsion: I. Bitumen Emulsion Open - Graded Premix Surfacing (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 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 to be followed by seal xcoat of either Type A Type B Type C as per technical specification clause 508.

Quantity9025.5

Rate-

Amount 183.85

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

Quantity9025.5

Rate-

Amount 87.63

carrage of stock materials (135 km)

Quantity-

Rate-

Amount -

loading

Quantity40.81

Rate-

Amount 110.42

unloading

Quantity40.81

Rate-

Amount 100.12

Haulage

Quantity5519.54

Rate-

Amount 4.2

carraige of stone chips and binding metarials

Quantity-

Rate-

Amount -

Stone( Lead 50 km)

Quantity-

Rate-

Amount -

loading

Quantity3316.19

Rate-

Amount 73.72

unloading

Quantity3316.19

Rate-

Amount 36.86

Haulage

Quantity364780.9

Rate-

Amount 4.2

Stone Chips (Lead 135km)

Quantity-

Rate-

Amount -

loading

Quantity243.69

Rate-

Amount 73.72

unloading

Quantity243.69

Rate-

Amount 36.86

Haulage

Quantity72375.48

Rate-

Amount 4.2

carraige of sand (lead 50 km)

Quantity-

Rate-

Amount -

loading

Quantity54.15

Rate-

Amount 36.86

unloading

Quantity54.15

Rate-

Amount 24.16

Haulage

Quantity4332

Rate-

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

Quantity-

Rate-

Amount -

soil 60%

Quantity455.55

Rate-

Amount 210.35

Ordinary rock 40%

Quantity303.7

Rate-

Amount 262.93

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

Quantity745.71

Rate-

Amount 2886.02

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

Quantity-

Rate-

Amount -

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

Quantity207.62

Rate-

Amount 1885.37

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

Quantity355

Rate-

Amount 487.58

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

Quantity55

Rate-

Amount 1474.94

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.

Quantity346.04

Rate-

Amount 3441.42

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 .

Quantity-

Rate-

Amount -

carrage of stock materials (70 km)

Quantity-

Rate-

Amount -

loading

Quantity106.9

Rate-

Amount 94.24

unloading

Quantity106.9

Rate-

Amount 94.24

Haulage

Quantity7483.3

Rate-

Amount 4.2

carraige of sand (lead 50 km)

Quantity-

Rate-

Amount -

loading

Quantity214.62

Rate-

Amount 36.86

unloading

Quantity214.62

Rate-

Amount 24.16

Haulage

Quantity17169.6

Rate-

Amount 4.2

carraige of stone (lead 26 km)

Quantity-

Rate-

Amount -

loading

Quantity1711.79

Rate-

Amount 73.72

unloading

Quantity1711.79

Rate-

Amount 36.86

Haulage

Quantity188296.9

Rate-

Amount 4.2

SIDE DRAIN AND C.D

Quantity-

Rate-

Amount -

Construction of Hill Side Drain

Quantity2188

Rate-

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:

Quantity196.92

Rate-

Amount 560.28

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

Quantity-

Rate-

Amount -

soil 60%

Quantity240

Rate-

Amount 210.35

Ordinary rock 40%

Quantity160

Rate-

Amount 262.93

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

Quantity48

Rate-

Amount 5479.32

carrage of stock materials (70 km)

Quantity-

Rate-

Amount -

loading

Quantity75.47

Rate-

Amount 94.24

unloading

Quantity75.47

Rate-

Amount 94.24

Haulage

Quantity5283.07

Rate-

Amount 4.2

carraige of sand (lead 50 km)

Quantity-

Rate-

Amount -

loading

Quantity102.84

Rate-

Amount 73.72

unloading

Quantity102.84

Rate-

Amount 36.86

Haulage

Quantity8227.2

Rate-

Amount 4.2

carraige of stone (lead 50 km)

Quantity-

Rate-

Amount -

loading

Quantity688.13

Rate-

Amount 73.72

unloading

Quantity688.13

Rate-

Amount 36.86

Haulage

Quantity75694.3

Rate-

Amount 4.2

ROAD FURNITURE AND OTHERS(12% GST and 1% cess)

Quantity1

Rate-

Amount 51101

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