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

North Sikkim, Sikkim

Opening Date31 Jan 2024

Closing Date19 Feb 2024

Tender Amount₹ 2,85,91,900

Notes

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Costs

EMD
₹ 7,14,798
Document Cost
₹ 30,000
Tender Fee
Refer Documents

Summary

Sk01/01

Description

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Contact

Tender Id
2024_CESDA_131702_8
Bid Award Id
View
Tender No
SKPMGSY III
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-14.1 MBTendernotice_1.pdf

NIT

BOQ-1448.5 kBBOQ_207142.xls

BoQ

Document-311.2 MBsbd30.pdf

SBD

Document-21.5 MBPMGSYADDENDUM.pdf

Document-179.2 kBTender_Detail_2024...Tender_Detail_2024_CESDA_131702_8.html

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BOQ Items

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Quantity-

Rate-

Amount -

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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Quantity677.2

Rate190733

Amount 281.65

As Per The Calculation Deduction

Quantity9587.1

Rate2700207

Amount 281.65

Construction of granular Shoulder by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401

Quantity338.6

Rate722348

Amount 2133.34

Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base

Quantity1666.55

Rate3415427

Amount 2049.4

Quantity1333.24

Rate2890473

Amount 2168.01

Prime Coat

Quantity-

Rate-

Amount -

Providing and applying primer coat with bitumen emultion (SS-1) on prepared surface of granular base including cleaning or road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical Clause: 502

Quantity13332.38

Rate613022

Amount 45.98

Tack Coat

Quantity-

Rate-

Amount -

Providing and applying tack coat with bitumen emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification Clause: 503

Quantity13332.38

Rate205718

Amount 15.43

Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 25mm thickness by hot mix plant using hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type "B") as per table 500.15 of specification 509 of MORD, premixed with bituminous binder 60/70 grade (S-65,VG-30 Bulk) @ 23.75kg per 10sqm area, including cost of all materials (excluding seigniorage) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 tonnes as per MORD Specification 509 complete for finished item of work in all respects as directed by Engineer-in-charge

Quantity13332.38

Rate2874326

Amount 215.59

Cost of Haulage for Stock materials Excluding Loading and Unloading(Bitumen/Emulsion)

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity7979.43

Rate33114

Amount 4.15

Carriage on Un Surface road

Quantity186.65

Rate931

Amount 4.99

Loading & Unloading

Quantity46.66

Rate17929

Amount 384.24

Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (4% of Cement in CTSB)

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity13433

Rate55746

Amount 4.15

Carriage on Un Surface road

Quantity532

Rate2654

Amount 4.99

Loading & Unloading

Quantity133

Rate51103

Amount 384.24

Cost of Haulage for Non-Stock materials Excluding Loading and Unloading. ( Stone Chips For CTBS)

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity300885.51

Rate1248674

Amount 4.15

Carriage on Un Surface road

Quantity13225.74

Rate65996

Amount 4.99

Loading & Unloading

Quantity2133.18

Rate225008

Amount 105.48

Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (5% of Cement in CTB)

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity13433

Rate55746

Amount 4.15

Carriage on Un Surface road

Quantity532

Rate2654

Amount 4.99

Loading & Unloading

Quantity133

Rate51103

Amount 384.24

a) Stone Chips For CTB

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity240708.03

Rate998938

Amount 4.15

Carriage on Un Surface road

Quantity10580.57

Rate52797

Amount 4.99

Loading & Unloading

Quantity1706.54

Rate180006

Amount 105.48

b) Stone Chips For MSS

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity119087.24

Rate494212

Amount 4.15

Carriage on Un Surface road

Quantity2785.67

Rate13900

Amount 4.99

Loading & Unloading

Quantity449.3

Rate47392

Amount 105.48

Road Furniture

Quantity-

Rate-

Amount -

Informatory Sign board with Logo

Quantity1

Rate17459

Amount 17459.73

Fixing of citizen board

Quantity1

Rate17459

Amount 17459.73

Maintenance Information board

Quantity1

Rate17459

Amount 17459.73

i) 900mm equilateral triangle

Quantity9.33

Rate65124

Amount 6977.87

ii) 600mm Circular

Quantity4.67

Rate29121

Amount 6239.87

Fixing of Ordinary KM stone

Quantity4

Rate11552

Amount 2888.21

Fixing of 200mtr stone

Quantity14

Rate11513

Amount 822.39

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/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702

Quantity684.7

Rate163451

Amount 238.72

Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810).

Quantity20

Rate91128

Amount 4556.4

H.S. Drain

Quantity-

Rate-

Amount -

Providing and laying standard 'V' shaped drain with cement concrete base in 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 20mm and down) mix of 100mm thick over clean hard selected stones soling of 150mm thick and 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 40mm and down) mix plum concrete along the vertical side of thickness 150mm and depth 450mm including curing, compacting, as per the direction of the Engineer- in - Charge. As per Clause 13.5 of SOR other works. (Including Excavation and Stone Soling)

Quantity3386

Rate3485108

Amount 1029.27

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity22119

Rate91793

Amount 4.15

Carriage on Un Surface road

Quantity876

Rate4371

Amount 4.99

Loading & Unloading

Quantity219

Rate84148

Amount 384.24

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity26646.74

Rate110583

Amount 4.15

Carriage on Un Surface road

Quantity1171.29

Rate5844

Amount 4.99

Loading & Unloading

Quantity159.14

Rate16786

Amount 105.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity55031.3

Rate228379

Amount 4.15

Carriage on Un Surface road

Quantity4

Rate19

Amount 4.99

Loading & Unloading

Quantity318.28

Rate33572

Amount 105.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity91513.42

Rate379780

Amount 4.15

Carriage on Un Surface road

Quantity4022.57

Rate20072

Amount 4.99

Loading & Unloading

Quantity457.11

Rate92331

Amount 201.99

Protection Work

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 andother deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches withexcavated suitable material.

Quantity183.55

Rate129201

Amount 703.89

Stone Soiling for road works 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:

Quantity13.78

Rate16750

Amount 1215.81

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802, 803, 1202 & 1203 M10 Base

Quantity13.78

Rate75797

Amount 5501.71

Stone masonry in cement mortar for substructure complete as per drawing & technical specification clauses 702, 704, 1202 and 1204 Coursed Rubble masonry In cement mortar (1:3)

Quantity150.48

Rate843723

Amount 5606.88

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Sandy material

Quantity21.66

Rate34315

Amount 1584.29

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material

Quantity17.82

Rate29532

Amount 1657.29

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8

Quantity49.44

Rate78911

Amount 1596.11

Providing weepholes in brick masonry/stone masonry,plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (V): 20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Quantity58

Rate20041

Amount 345.54

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity2545.2

Rate10562

Amount 4.15

Carriage on Un Surface road

Quantity100.8

Rate502

Amount 4.99

Loading & Unloading

Quantity25.2

Rate9682

Amount 384.24

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity17757.84

Rate73695

Amount 4.15

Carriage on Un Surface road

Quantity780.56

Rate3895

Amount 4.99

Loading & Unloading

Quantity76.82

Rate8103

Amount 105.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity10241.51

Rate42502

Amount 4.15

Carriage on Un Surface road

Quantity450.18

Rate2246

Amount 4.99

Loading & Unloading

Quantity69.97

Rate7379

Amount 105.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity27624.86

Rate114643

Amount 4.15

Carriage on Un Surface road

Quantity1214.28

Rate6059

Amount 4.99

Loading & Unloading

Quantity137.99

Rate27871

Amount 201.99

Cross Drainage Work

Quantity-

Rate-

Amount -

Excavation in ordinary Rock by manual meansExcavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 2 m and lead upto 50 m as per Technical Specification Clause 302.3.5.

Quantity617.46

Rate316911

Amount 513.25

Quantity7.96

Rate9672

Amount 1215.81

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802, 803, 1202 & 1203 M10

Quantity-

Rate-

Amount -

With dewatering in Sub-structure M-10

Quantity24.38

Rate134153

Amount 5501.71

Stone masonry in cement mortar for substructure complete as per drawing & technical specification clauses 702, 704, 1202 and 1204 Coursed Rubble masonry In cement mortar (1:3)

Quantity133.09

Rate746230

Amount 5606.88

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802, 803, 1202 & 1203

Quantity-

Rate-

Amount -

RCC M-15

Quantity332.79

Rate1832950

Amount 5507.83

Providing and Laying Plum concrete in 1:2:4 c.c. (1 Cement, 2 coarse sand, 4 clean hard graded stone chips of 20 mm down nominal gauge) with 50% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge. As per SOR 2020 SPWD

Quantity91.81

Rate390485

Amount 4253.14

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802, 803, 1202 & 1203

Quantity-

Rate-

Amount -

RCC M-25

Quantity21.6

Rate151169

Amount 6998.59

Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3

Quantity-

Rate-

Amount -

Wearing Coat

Quantity5.4

Rate84316

Amount 15614.21

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202

Quantity24.7

Rate237770

Amount 9627.88

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported apans, covered with sealantcomplete as per drawing and technical specification

Quantity72

Rate22384

Amount 310.89

P/F/F & removing form work for casting of R.C.C work,slab, landing etc all complete.

Quantity63.36

Rate88000

Amount 1388.89

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material

Quantity51.84

Rate85913

Amount 1657.29

Quantity96

Rate33171

Amount 345.54

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity15492.62

Rate64294

Amount 4.15

Carriage on Un Surface road

Quantity613.57

Rate3061

Amount 4.99

Loading & Unloading

Quantity153.39

Rate58939

Amount 384.24

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity36166.89

Rate150092

Amount 4.15

Carriage on Un Surface road

Quantity1589.75

Rate7932

Amount 4.99

Loading & Unloading

Quantity216

Rate22783

Amount 105.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity29283.36

Rate121525

Amount 4.15

Carriage on Un Surface road

Quantity1287.18

Rate6423

Amount 4.99

Loading & Unloading

Quantity174.89

Rate18447

Amount 105.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity35617.64

Rate147813

Amount 4.15

Carriage on Un Surface road

Quantity1565.61

Rate7812

Amount 4.99

Loading & Unloading

Quantity176.31

Rate35612

Amount 201.99

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Rural Management And Development Department Tender