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

South Sikkim, Sikkim

Opening Date11 Jan 2019

Closing Date17 Jan 2019

Tender Amount₹ 13,16,36,000

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Costs

EMD
₹ 32,90,900
Document Cost
Refer Documents
Tender Fee
Refer Documents

Description

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Tender Id
2019_CESDA_72145_17
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-1363.5 kBBOQ_134718.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: Compacting original ground supporting subgrade (Loosening of the ground upto a level of300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)

Quantity23943

Rate-

Amount 26.29

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)

Quantity4548.08

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 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.) Using Screening Type-B (11.2mm Agg.)

Quantity5362.88

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.) Using Screening Type-B (11.2mm Agg.)

Quantity5362.88

Rate-

Amount 1686.87

Prime Coat: 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.) High Porosity

Quantity71505

Rate-

Amount 79.94

Tack Coat: 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.) Granular Surface Treated with Primer

Quantity71505

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 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 Bitumen S-90.

Quantity71505

Rate-

Amount 184.56

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 B seal coats) Case - II : Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.)

Quantity71505

Rate-

Amount 87.49

Carriage of Stock Material (Bitumen Emulsion) 120 Km

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity3185.55

Rate-

Amount 210.54

Haulage

Quantity38226.57

Rate-

Amount 4.2

Carriage of Sand 60km

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity429.03

Rate-

Amount 61.02

Haulage

Quantity46335.24

Rate-

Amount 4.2

Carriage of Stone 60km

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity22186.45

Rate-

Amount 110.6

Haulage

Quantity2893747.38

Rate-

Amount 4.2

Carriage of Stone Chips. 160km

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity1930.64

Rate-

Amount 61.02

Haulage

Quantity671493.33

Rate-

Amount 4.2

SECTION B PROTECTION WALL

Quantity-

Rate-

Amount -

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 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 side.

Quantity9389.15

Rate-

Amount 210.35

stone masonary in cement mortar for substructure complete as per drawing & technical specification clauses 702,704,1202,and 1204 (1:5).

Quantity4488.11

Rate-

Amount 2886.02

Providing and laying of boulder apron laid in wire crates with 4 mm dia Gl wire conforming to IS280 and IS4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specification clause 1301

Quantity6285.97

Rate-

Amount 1885.37

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 .

Quantity47080.98

Rate-

Amount 31.86

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Quantity2986.44

Rate-

Amount 487.58

Carriage of Stock material Cement 120 Km

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity491.78

Rate-

Amount 188.48

Haulage

Quantity59013.28

Rate-

Amount 4.2

Carriage of Non- Stock material Sand 60 Km

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity1557.37

Rate-

Amount 61.02

Haulage

Quantity168196.41

Rate-

Amount 4.2

Carriage of Non Stock material (stone) 50 Km

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity14156.37

Rate-

Amount 110.58

Haulage

Quantity1557200.81

Rate-

Amount 4.2

Section C :Culverts,Pipe Cross Drain

Quantity-

Rate-

Amount -

provision of RCC cross drain of span 1.0 mtr

Quantity16

Rate-

Amount 140491.1

Provision of 2m X 2m RCC Slab culvert

Quantity8

Rate-

Amount 302839.2

Section D: 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

Quantity17932

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:

Quantity1613.88

Rate-

Amount 728.36

Carriage of Stock Material (Cement) 120 Km

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity620.45

Rate-

Amount 188.48

Haulage

Quantity74453.66

Rate-

Amount 4.2

Carriage of Non Stock Material (Sand) 60 Km

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity1191.26

Rate-

Amount 61.02

Haulage

Quantity128655.93

Rate-

Amount 4.2

Carriage of Non Stock Material (Stone) 60 Km

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity4038.6

Rate-

Amount 110.58

Haulage

Quantity526749

Rate-

Amount 4.2

SECTION E :ROAD FURNITURES

Quantity-

Rate-

Amount -

Providing fitting fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mmx 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos 75mm x 75mm of 12 SWG sheet tubes post duly embedded in cemdent concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrows, boarder etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Quantity2

Rate-

Amount 11159.88

Reinforced cement concrete M15 grade kilometre 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 200 M Stone (precast)

Quantity18

Rate-

Amount 2121.88

P/fixing of retro-reflectorised cautionary,mandatory,informatory sign as per IRC67(600mm Equl. Triangle)

Quantity104

Rate-

Amount 3524.49

Reinforced cement concrete M15 grade kilometre 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 200 M Stone (precast)

Quantity68

Rate-

Amount 606.86

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