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

North Sikkim, Sikkim

Opening Date26 Feb 2019

Closing Date4 Mar 2019

Tender Amount₹ 79,94,000

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Costs

EMD
₹ 1,99,850
Document Cost
Refer Documents
Tender Fee
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Description

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Contact

Tender Id
2019_CESDA_75563_1
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-1Tendernotice_1.pdf

BOQ-1373.8 kBBOQ_139299.xls

BOQ

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BOQ Items

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Scarfifying existing granular surface to a depth of 50 mm by manual means(Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1000 mtrs)

Quantity3720

Rate-

Amount 19.17

Water Bound Macadam Subbase/Base course

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Amount -

Water Bound Macadam Sub-Base (Grade-I): 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 I as per Technical Specification clause 404 . By Mannual Means.

Quantity401.76

Rate-

Amount 1579.47

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.

Quantity279

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.

Quantity279

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.

Quantity3720

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.

Quantity3720

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 .

Quantity3720

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

Quantity3720

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Amount 61.58

Carriage of Stock Materials : (Lead 140 km).

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Amount -

Consumption of Cement/steel/Bitumen/Emulsion:

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loading

Quantity15.94

Rate-

Amount 110.42

Unloading

Quantity15.94

Rate-

Amount 100.12

Haulage

Quantity2231.6

Rate-

Amount 4.2

Carriage of Non-Stock Materials : (Lead 60 km).

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Amount -

Consumption of Stone Boulder & Dust

Quantity-

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Amount -

loading

Quantity-

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Amount -

Loading & Unloading

Quantity1367.99

Rate-

Amount 61.02

Haulage

Quantity180574.68

Rate-

Amount 4.2

Carriage of Non-Stock Materials : (Lead 60 km).

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Rate-

Amount -

Consumption of Stone Chips

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Amount -

loading

Quantity-

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Amount -

Loading & Unloading

Quantity100.44

Rate-

Amount 110.58

Haulage

Quantity13258.08

Rate-

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).

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Soil =

Quantity427.94

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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))

Quantity763

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Amount 2886.02

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).

Quantity182.22

Rate-

Amount 487.58

Carriage of Stock Materials : (Lead 10 km).

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Amount -

Consumption of Cement/steel/Bitumen/Emulsion:

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Amount -

loading

Quantity75.55

Rate-

Amount 94.24

Unloading

Quantity75.55

Rate-

Amount 94.24

Haulage

Quantity755.46

Rate-

Amount 4.2

Carriage of Non-Stock Materials : (Lead 57 km).

Quantity-

Rate-

Amount -

Consumption of Sand

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity255.88

Rate-

Amount 61.02

Haulage

Quantity30705.6

Rate-

Amount 4.2

Carriage of Non-Stock Materials : (Lead 57 km).

Quantity-

Rate-

Amount -

Consumption of Stones

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity965.96

Rate-

Amount 110.58

Haulage

Quantity127506.72

Rate-

Amount 4.2

Section C

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Amount -

Construction of Hill Side Drain

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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

Quantity1011

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.

Quantity113.74

Rate-

Amount 605.1

Carriage of Stock Materials : (Lead 10 km).

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Amount -

Consumption of Cement/steel/Bitumen/Emulsion:

Quantity-

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Amount -

loading

Quantity35.39

Rate-

Amount 94.24

Unloading

Quantity35.39

Rate-

Amount 94.24

Haulage

Quantity353.85

Rate-

Amount 4.2

Carriage of Non-Stock Materials : (Lead 60 km).

Quantity-

Rate-

Amount -

Consumption of Sand

Quantity-

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Amount -

loading

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity67.94

Rate-

Amount 61.02

Haulage

Quantity8152.8

Rate-

Amount 4.2

Carriage of Non-Stock Materials : (Lead 57 km).

Quantity-

Rate-

Amount -

Consumption of Stones

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity232.56

Rate-

Amount 110.58

Haulage

Quantity30697.92

Rate-

Amount 4.2

Section D (Road furnitures)

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Providing and Fixing 'Logo' of PMGSY Project

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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

Quantity2

Rate-

Amount 11159.88

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

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(a) 900 mm equilateral triangle

Quantity5

Rate-

Amount 6008.65

(b) 600 mm side octagon

Quantity5

Rate-

Amount 3524.49

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