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 Date21 Nov 2018

Closing Date13 Dec 2018

Tender Amount₹ 79,94,000

Notes

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Costs

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

Description

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Contact

Tender Id
2018_CESDA_71042_1
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

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Tender Notice-1841.3 kBTendernotice_1.pdf

NIT

BOQ-1372.2 kBBOQ_132431.xls

BOQ

Document-12.4 MBSBDPMGSYII.pdf

SBD

Report Missing Document

BOQ Items

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Amount -

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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

Rate71312

Amount 19.17

Water Bound Macadam Subbase/Base course

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Rate-

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

Rate634567

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

Rate453790

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

Rate470636

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

Rate231904

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

Rate65211

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

Rate683922

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

Rate229077

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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Amount -

Quantity15.94

Rate1760

Amount 110.42

Unloading

Quantity15.94

Rate1595

Amount 100.12

Haulage

Quantity2231.6

Rate9372

Amount 4.2

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

Quantity-

Rate-

Amount -

Consumption of Stone Boulder & Dust

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity1367.99

Rate83474

Amount 61.02

Haulage

Quantity180574.68

Rate758413

Amount 4.2

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

Quantity-

Rate-

Amount -

Consumption of Stone Chips

Quantity-

Rate-

Amount -

Quantity-

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Amount -

Loading & Unloading

Quantity100.44

Rate11106

Amount 110.58

Haulage

Quantity13258.08

Rate55683

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

Rate90017

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

Rate2202033

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

Rate88847

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 -

Quantity75.55

Rate7119

Amount 94.24

Unloading

Quantity75.55

Rate7119

Amount 94.24

Haulage

Quantity755.46

Rate3172

Amount 4.2

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

Quantity-

Rate-

Amount -

Consumption of Sand

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity255.88

Rate15613

Amount 61.02

Haulage

Quantity30705.6

Rate128963

Amount 4.2

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

Quantity-

Rate-

Amount -

Consumption of Stones

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity965.96

Rate106815

Amount 110.58

Haulage

Quantity127506.72

Rate535528

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

Rate668928

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

Rate68822

Amount 605.1

Carriage of Stock Materials : (Lead 10 km).

Quantity-

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Amount -

Consumption of Cement/steel/Bitumen/Emulsion:

Quantity-

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Amount -

Quantity35.39

Rate3334

Amount 94.24

Unloading

Quantity35.39

Rate3334

Amount 94.24

Haulage

Quantity353.85

Rate1486

Amount 4.2

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

Quantity-

Rate-

Amount -

Consumption of Sand

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity67.94

Rate4145

Amount 61.02

Haulage

Quantity8152.8

Rate34241

Amount 4.2

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

Quantity-

Rate-

Amount -

Consumption of Stones

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity232.56

Rate25716

Amount 110.58

Haulage

Quantity30697.92

Rate128931

Amount 4.2

Section D (Road furnitures)

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Amount -

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

Rate22319

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

Rate30043

Amount 6008.65

(b) 600 mm side octagon

Quantity5

Rate17622

Amount 3524.49

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Rural Management And Development Department Tender