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 Date26 Feb 2019

Closing Date4 Mar 2019

Tender Amount₹ 1,81,99,000

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Costs

EMD
₹ 4,54,975
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Tender for construction work of RCR from MRL05-Dahal turning

Description

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Contact

Tender Id
2019_CESDA_75563_6
Bid Award Id
View
Tender No
SK-PMGSY II Batch I Re-tender 03 Online (2018-19)
Tender Authority
Rural Management And Development Department View
Purchaser Address
-
Website
http://pmgsytenders.gov.in

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Documents

Tender Notice-1806.7 kBTendernotice_1.pdf

BOQ-1391.2 kBBOQ_139314.xls

BOQ

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BOQ Items

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Quantity-

Rate-

Amount -

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Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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)

Quantity1007.44

Rate-

Amount 1169.17

Water Bound Macadam Base (Grade-II)

Quantity-

Rate-

Amount -

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.)

Quantity559.69

Rate-

Amount 1626.49

Water Bound Macadam Base (Grade-III)

Quantity-

Rate-

Amount -

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.)

Quantity559.69

Rate-

Amount 1686.87

Prime Coat(Medium Porosity)

Quantity-

Rate-

Amount -

Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.)

Quantity7462.5

Rate-

Amount 62.34

Tack Coat

Quantity-

Rate-

Amount -

Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at required rate on the prepared bituminous/granular surface cleaned with mechanical broom.)

Quantity7462.5

Rate-

Amount 17.53

Close Graded Premix Surfacing/Mixed Seal surfacing (Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour.Providing,laying and rolling of close- graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type- a) or 13.2 mm to 0.09 mm (Type - b) aggregate using penetration 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)

Quantity-

Rate-

Amount -

Case-I Using Bitumen 60/70 grade

Quantity-

Rate-

Amount -

for Grading-II(10 mm nominal size)

Quantity7462.5

Rate-

Amount 201.46

Seal Coat

Quantity-

Rate-

Amount -

Case II Type B

Quantity-

Rate-

Amount -

(I) Bitumen (s-90)

Quantity-

Rate-

Amount -

Providing and laying seal coat sealing the voids in al bitumenous

Quantity-

Rate-

Amount -

surface laid to the specified levels, grade and cross fall using

Quantity-

Rate-

Amount -

type A as per specification

Quantity7462.5

Rate-

Amount 61.58

Consumption of Cements/steel/Bitumen Emulsion from Odla bari to work site: LEAD 145 KM

Quantity-

Rate-

Amount -

Loading

Quantity31.94

Rate-

Amount 110.42

Unloading

Quantity31.94

Rate-

Amount 100.12

Haulage

Quantity4631.23

Rate-

Amount 4.2

Carriage of stone chips from Rangpo: LEAD 55KM

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity3058.14

Rate-

Amount 61.02

Haulage

Quantity370035.35

Rate-

Amount 4.2

Carriage of stone dust from Baagey Khola Crusher Plant: LEAD 55KM

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity268.65

Rate-

Amount 110.58

Haulage

Quantity32506.65

Rate-

Amount 4.2

HILL CUTTING

Quantity-

Rate-

Amount -

Setting out : Construction of Reference pillar ( @ 20 m interval and in curve @ 10 metre interval ) , Back Pillar and Boundary Pillar as per specification contained in the secn 1600 of Specification for Rural Roads.

Quantity2

Rate-

Amount 20754.74

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned , upto a lead of 1000 metre including removal and disposal of organic soil not exceeding 150 mm in thickness as per Technical Specification clause 201.

Quantity18000

Rate-

Amount 1.05

Earthwork in Hill Road

Quantity-

Rate-

Amount -

Hill Cutting in soil in Hilly Areas including cutting , trimming of side slope to the desired specification as per the cl. 1602.1 secn 1600 and providing proper grades,width, , camber , superelevation as per the provision in cl. 1603.8 of SP : 20 and levels as per drawing (keeping in mind minm deforestation to reduce environmental imbalance as per the cl. 1609.110.1 ) and disposing of excavated earth at a predesignated location with a lift upto 1.5 m and a lead upto 30 m as per direction of the Engineer as per the provision 1603 and 302 of specification of Rural Roads .

Quantity-

Rate-

Amount -

Soil by mechanical means (60%)

Quantity4446.96

Rate-

Amount 107.34

Soil by mannual means (40%)

Quantity2964.64

Rate-

Amount 131.47

Ordinary Rock by mechanical means (60%)

Quantity2964.64

Rate-

Amount 171.76

Ordinary Rock by manual means(40%)

Quantity1976.43

Rate-

Amount 289.23

Throwing of spoils of mixed cutting within /upto 10 km/15km/20km radius (The loading & unloading, measured in cum, rates remain same; The haulage which is measured in m3-km, the corresponding applicable km as per the prevailing site condition, shall be incorporated). (40% of mixed soil)

Quantity-

Rate-

Amount -

Loading

Quantity2964.64

Rate-

Amount 36.86

Unloading

Quantity2964.64

Rate-

Amount 24.16

haulage

Quantity53363.58

Rate-

Amount 4.2

PROTECTIVE WORKS

Quantity-

Rate-

Amount -

Earthwork in excavation by Mechanical means / manual means in foundation trenches including dressing of sides and ramming of bottom, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.

Quantity104.56

Rate-

Amount 210.35

Providing and laying. coarse Rubble Stone Masonry in 1:4:8 c.c. ( 1 cement, 4 sand, 8 clean hard graded stone chips of size 40mm and down) including bond stone, through stone of size 150mm x 150mm x 450mm manufactured in 1:4:8 (1cement, 4 clean coarse sand, 8 clean hard stone aggregate of size 40 mm and down), and curing etc, complete as per the direction of Engineer in Charge excluding the cost of carriage of materials.

Quantity369

Rate-

Amount 2886.02

Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 50% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge.

Quantity463

Rate-

Amount 3441.42

Providing and laying of boulders apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS: 4826 in 100mm x 100mm mesh ( weaved diagonally including 10 % extra for laps and joints laid with syone boulders weighing less than 40 kgs each

Quantity388

Rate-

Amount 1885.37

Backfilling behind abutement,wing wall and return wall complete as per drawing with well packed graded filter to a thickness etc. all complete

Quantity1085

Rate-

Amount 487.6

Carriage of stock materials (40km radius)

Quantity-

Rate-

Amount -

Loading

Quantity106.11

Rate-

Amount 94.24

Unloading

Quantity106.11

Rate-

Amount 94.24

Haulage

Quantity4244.37

Rate-

Amount 4.2

Carriage of sand (55 km radius)

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity213.95

Rate-

Amount 61.02

Haulage

Quantity21651.64

Rate-

Amount 4.2

Carriage of Stone (55 km radius)

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity1069.92

Rate-

Amount 110.58

Haulage

Quantity123575.18

Rate-

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

Quantity2000

Rate-

Amount 661.65

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

Quantity225

Rate-

Amount 560.28

Carriage of Stock Materials : lead = 40km

Quantity-

Rate-

Amount -

loading

Quantity70

Rate-

Amount 94.24

Unloading

Quantity70

Rate-

Amount 94.24

Haulage

Quantity2800

Rate-

Amount 4.2

Carriage of Sand : lead = 40km

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity134.4

Rate-

Amount 61.02

Haulage

Quantity10752

Rate-

Amount 4.2

Carriage of Stone : lead = 55km

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity460.06

Rate-

Amount 110.58

Haulage

Quantity55667.26

Rate-

Amount 4.2

Construction of 1.50X1.00 mtr RCC Culvert

Quantity1

Rate-

Amount 532999

Construction of 2.00X2.00 mtr RCC Culvert

Quantity1

Rate-

Amount 656580

ROAD FURNITURE

Quantity-

Rate-

Amount -

Providing and fixing 'Logo' of PMGSY project

Quantity-

Rate-

Amount -

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 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 600mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

Quantity2

Rate-

Amount 6254.77

1) 900 mm side octagon

Quantity12

Rate-

Amount 1519.55

i) 600 mm equilateral triangle

Quantity12

Rate-

Amount 1496.1

Reinforced cement concrete M15 kilometer 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

Quantity2

Rate-

Amount 2210.11

Ordinary Kilometer Stone (precast/ cast-in-situ)

Quantity3

Rate-

Amount 1335.58

200 M Stone (precast/ cast-in-situ)

Quantity9

Rate-

Amount 401.82

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