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

Road Construction

Eprocure

South Sikkim, Sikkim

Opening Date7 Feb 2019

Closing Date15 Feb 2019

Tender Amount₹ 2,58,33,200

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Costs

EMD
₹ 6,45,830
Document Cost
Refer Documents
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2019_CESDA_74297_11
Bid Award Id
View
Tender No
PMGSY II Batch-I Re-Tender 2 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-1364.5 kBBOQ_137249.xls

BOQ

Corrigendum-1Corrigendum.pdf

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BOQ Items

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Quantity-

Rate-

Amount -

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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.

Quantity973.25

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.

Quantity973.25

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.

Quantity12983

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.

Quantity12983

Rate-

Amount 17.53

20mm thick Open-Graded Premix Carpet using Bituminous Binder: Case I : By Mannual Means I. Bitumen (S-90)

Quantity-

Rate-

Amount -

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 .

Quantity12983

Rate-

Amount 178.34

Seal Coat:

Quantity12983

Rate-

Amount 61.58

Case-II : 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 ,Type B&Type C as per Technical Specification Clause 510

Quantity-

Rate-

Amount -

Carriage of stock materials Lead 20km (Cement/steel/Bitumen Emulsion :)

Quantity-

Rate-

Amount -

Loading =

Quantity48.82

Rate-

Amount 110.42

Unloading =

Quantity48.82

Rate-

Amount 100.12

Haulage =

Quantity976.32

Rate-

Amount 4.2

Carriage of Stone dust & stone chips :Lead 20km

Quantity-

Rate-

Amount -

Loading =

Quantity5263.51

Rate-

Amount 36.86

Unloading =

Quantity5263.51

Rate-

Amount 24.16

Haulage =

Quantity231594.44

Rate-

Amount 4.2

SECTION B Protective Work

Quantity-

Rate-

Amount -

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).

Quantity-

Rate-

Amount -

Soil,60% =

Quantity1097

Rate-

Amount 210.35

Ordinary Rock , 40% =

Quantity731

Rate-

Amount 262.93

Retaining wall /Breast wall

Quantity-

Rate-

Amount -

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.

Quantity2868.04

Rate-

Amount 2766.09

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 mmx 100 mm mesh (woven diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specification Clause 1301.

Quantity465.21

Rate-

Amount 1786.11

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).

Quantity612

Rate-

Amount 359.6

Carriage of stock materials Lead 20km Cement/steel :

Quantity-

Rate-

Amount -

Loading =

Quantity635.44

Rate-

Amount 94.24

Unloading =

Quantity635.44

Rate-

Amount 94.24

Haulage =

Quantity12708.8

Rate-

Amount 4.2

Carriage of stock NON- materials 20km Carriage of Sand :

Quantity-

Rate-

Amount -

Loading =

Quantity499

Rate-

Amount 36.86

Unloading =

Quantity499

Rate-

Amount 24.16

Haulage =

Quantity18363.2

Rate-

Amount 4.2

Carriage of NON-stock materials 20km Carriage of stone:

Quantity-

Rate-

Amount -

Loading =

Quantity4118.63

Rate-

Amount 73.72

Unloading =

Quantity4118.63

Rate-

Amount 36.86

Haulage =

Quantity181219.54

Rate-

Amount 4.2

SECTION C. (Hill side drain)

Quantity-

Rate-

Amount -

Laying RCC Pipe NP4/Prestressed concrete pipe on first class bedding in single row.(Laying RCC NP4/Prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection works back filling concrete and masonary works in head walls and parapets) (1000mm Dia)

Quantity12

Rate-

Amount 123389

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

Quantity3390

Rate-

Amount 752.49

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

Quantity381.38

Rate-

Amount 560.28

Carriage of stock materials Lead 20km

Quantity-

Rate-

Amount -

Consumption of Cement/steel :

Quantity-

Rate-

Amount -

Loading =

Quantity14.78

Rate-

Amount 94.24

Unloading =

Quantity14.78

Rate-

Amount 94.24

Haulage =

Quantity295.6

Rate-

Amount 4.2

Carriage of stock NON- materials Lead 20km

Quantity-

Rate-

Amount -

Carriage of Sand:

Quantity-

Rate-

Amount -

Loading =

Quantity21.51

Rate-

Amount 36.86

Unloading =

Quantity21.51

Rate-

Amount 24.16

Haulage =

Quantity791.57

Rate-

Amount 4.2

Carriage of NON-stock materials Lead 40km

Quantity-

Rate-

Amount -

Carriage of Stone:

Quantity-

Rate-

Amount -

Loading =

Quantity467.11

Rate-

Amount 73.72

Unloading =

Quantity467.11

Rate-

Amount 36.86

Haulage =

Quantity20552.84

Rate-

Amount 4.2

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

Informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting. 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450mm x 600mm below ground level as per drawing and technical specification clause 801.

Quantity20

Rate-

Amount 3524.49

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