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

East Sikkim, Sikkim

Opening Date21 Nov 2018

Closing Date13 Dec 2018

Tender Amount₹ 2,97,49,000

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Costs

EMD
₹ 7,43,725
Document Cost
Refer Documents
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2018_CESDA_71047_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

Tender Notice-1841.3 kBTendernotice_1.pdf

nit

BOQ-1373.2 kBBOQ_132434.xls

BOQ

Document-12.4 MBSBDPMGSYII.pdf

SBD

Report Missing Document

BOQ Items

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Compacting Cut Formation :

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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

Quantity2875.08

Rate-

Amount 36.71

Construction of granular sub-base by providing local material, spreading in uniform layers, watering, ramming to required template and consolidating with power road roller 80-100 kN capacity to achieve the desired density complete. The thickness of the compacted base to be 150 mm. Work to be done as per direction of Engineer-in-charge .(Using Naturally Occuring River Bed Materials)

Quantity1866.05

Rate-

Amount 1169.17

Water Bound Macadam Base (Grade-II): Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN static roller in stages to proper grade and camber applying and brooming , stone screening/binding materials to fillup the interstices of coarse aggregate , watering and compacting to the required density Grading II as per Technical Specification clause 405 . By Mannual Means.

Quantity1036.7

Rate-

Amount 1626.49

Water Bound Macadam Base (Grade-III): Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN static roller in stages to proper grade and camber applying and brooming , stone screening/binding materials to fillup the interstices of coarse aggregate , watering and compacting to the required density Grading III as per Technical Specification clause 405 . By Mannual Means.

Quantity1036.7

Rate-

Amount 1686.87

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.

Quantity13822.5

Rate-

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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity13822.5

Rate-

Amount 17.53

20mm thick Open-Graded Premix Carpet using Bituminous Binder: Case I : By Mannual Means I. Bitumen (S-90) Providing, laying and rolling of open-graded premix carpet 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 asuitable plant , laying and rolling with a three wheel 80 to 100 kN static roller capacity finished to required level and grades to be followed by seal coat of Type B as per Technical Specification clause 508 .

Quantity13822.5

Rate-

Amount 183.85

Seal Coat: Case-I : Type B (I) Bitumen (S-90) Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A as per Technical Specification Clause 510

Quantity13822.5

Rate-

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 .

Quantity63.75

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Amount 337.53

Carriage of Stock Materials : (Lead 50 km).

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Consumption of Cement/steel/Bitumen/Emulsion:

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loading

Quantity59.18

Rate-

Amount 110.42

Unloading

Quantity59.18

Rate-

Amount 110.12

Haulage

Quantity9468.8

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Amount 4.2

Carriage of Non-Stock Materials : (Lead 30 km).

Quantity-

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Amount -

Consumption of Stone Boulder & Dust

Quantity-

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Amount -

loading and unloading

Quantity5560.86

Rate-

Amount 61.02

Haulage

Quantity648253.64

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Amount 4.2

Carriage of Non-Stock Materials : (Lead 120 km).

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Consumption of Stone Chips

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loading and unloading

Quantity373.22

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Amount 61.02

Haulage

Quantity43517.77

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Amount 4.2

Section B

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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 with excavated suitable material.The foundation bed shall be levelled, watered & rammed both longitudinally and vertically before placing the foundation . Necessary arrangement for dewatering shall be kept if required (technical specifications Clause 305.1).

Quantity286.4

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Amount 210.35

Retaining wall and Brest wall :

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(b) Intermediate band of Random Rubble masonry with cement mortar In cement mortar (1:5) , ( 1 (cement) : 5(sand))

Quantity1854.81

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Amount 2886.02

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with sound , hard , durable and fairly regular in shape stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

Quantity1017.17

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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).

Quantity1325

Rate-

Amount 487.58

Carriage of Stock Materials : (Lead 50 km).

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Amount -

Consumption of Cement/steel/Bitumen/Emulsion:

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loading

Quantity189.74

Rate-

Amount 94.24

Unloading

Quantity189.74

Rate-

Amount 94.24

Haulage

Quantity4743.5

Rate-

Amount 4.2

Carriage of Non-Stock Materials : (Lead 30 km).

Quantity-

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Amount -

Consumption of Sand

Quantity-

Rate-

Amount -

loading and unloading

Quantity643.62

Rate-

Amount 61.02

Haulage

Quantity65649.24

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Amount 4.2

Carriage of Non-Stock Materials : (Lead 30 km).

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Amount -

Consumption of Stones

Quantity-

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Amount -

loading and unloading

Quantity5031.77

Rate-

Amount 110.58

Haulage

Quantity402541.6

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Amount 4.2

Section C

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Construction of Hill Side Drain and culverts.

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Construction of hill side drain with P.C.C M10 (1:3:6) 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

Quantity3686

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.

Quantity414.68

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Amount 649.92

Carriage of Stock Materials : (Lead 50 km).

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Amount -

Consumption of Cement/steel/Bitumen/Emulsion:

Quantity-

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Amount -

loading

Quantity129.01

Rate-

Amount 94.24

Unloading

Quantity129.01

Rate-

Amount 94.24

Haulage

Quantity3225.25

Rate-

Amount 4.2

Carriage of Non-Stock Materials : (Lead 30 km).

Quantity-

Rate-

Amount -

Consumption of Sand

Quantity-

Rate-

Amount -

loading and unloading

Quantity247.7

Rate-

Amount 61.02

Haulage

Quantity24770

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Amount 4.2

Carriage of Non-Stock Materials : (Lead 30 km).

Quantity-

Rate-

Amount -

Consumption of Stones

Quantity-

Rate-

Amount -

loading and unloading

Quantity847.87

Rate-

Amount 110.58

Haulage

Quantity93265.7

Rate-

Amount 4.2

Construction of culverts 6 mtr x 3mtrs

Quantity1

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Amount 200904

Construction of culverts 6 mtr x 2mtrs

Quantity4

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Amount 159752.6

Providing and Fixing 'Logo' of PMGSY Project

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Section D (Road furnitures)

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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m 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 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement 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 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border 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

Quantity4

Rate-

Amount 9405

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

Quantity20

Rate-

Amount 3113.9

Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control) Over 10cm thick

Quantity720

Rate-

Amount 159.65

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