Rural Management And Development Department Tender

View complete overview of Sikkim Rural Management And Development Department Tender

Rural Management And Development Department Tender

Works

Bridge Construction

Eprocure

East Sikkim, Sikkim

Opening Date3 Mar 2025

Closing Soon24 Mar 2025

Tender Amount₹ 82,78,27,000

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Costs

EMD
₹ 2,06,95,675
Document Cost
₹ 20,00,000
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2025_CESDA_139527_1
Tender No
161/RDD/E-TEN
Tender Authority
Rural Management And Development Department View
Purchaser Address
-
Website
http://pmgsytenders.gov.in

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Documents

Tender Notice-11.1 MBTendernotice_1.pdf

NIT

BOQ-1522.8 kBBOQ_217999.xls

BOQ

Corrigendum-1182.9 kBCorrigendumLSB.pdf

Document-57.9 MBb.pdf

Quality Assurance Book II

Document-44.2 MBSBD.pdf

SBD

Report Missing Document

BOQ Items

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Quantity-

Rate-

Amount -

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Construction of Embankment with approved material deposite at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification Clause 301.5

Quantity-

Rate-

Amount -

Compacting Original Ground.

Quantity-

Rate-

Amount -

(ii) Compacting original ground supporting subgrade.

Quantity-

Rate-

Amount -

Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2.

Quantity9553.5

Rate71

Amount 681642.23

Granular Sub-Base with well graded material (Table 400.1)

Quantity-

Rate-

Amount -

(A) By Mix in Place Method.

Quantity-

Rate-

Amount -

Construction of granular sub-base 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 wheeled roller to achieve the desired density, complete as per technical specification clause 401.

Quantity-

Rate-

Amount -

(i) For Grading I Material.

Quantity977.07

Rate1416

Amount 1384293.23

Water Bound Macadam with Crushable Screenings

Quantity-

Rate-

Amount -

(2) WBM Grading 2

Quantity-

Rate-

Amount -

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.

Quantity-

Rate-

Amount -

(A) By manual means.

Quantity542.82

Rate1814

Amount 985017.46

(3) WBM Grading 3

Quantity-

Rate-

Amount -

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Quantity-

Rate-

Amount -

(A) By manual means.

Quantity542.82

Rate1938

Amount 1052180.58

Prime Coat

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Rate-

Amount -

(i) Low porosity

Quantity-

Rate-

Amount -

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 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.

Quantity7237.5

Rate45

Amount 331549.88

Tack Coat

Quantity-

Rate-

Amount -

(iii) 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 surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity7237.5

Rate15

Amount 110444.25

20mm thick Open-Graded Premix Carpet

Quantity-

Rate-

Amount -

20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2

Quantity-

Rate-

Amount -

By Manual Means

Quantity7237.5

Rate162

Amount 1172475

Seal Coat

Quantity-

Rate-

Amount -

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 and Type C as per Technical Specification Clause 510

Quantity-

Rate-

Amount -

Type B(ii) Bitumen (S-65)

Quantity7237.5

Rate53

Amount 383587.5

Construction of earthen shoulder.

Quantity-

Rate-

Amount -

Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compavted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1.

Quantity875.75

Rate256

Amount 224384.67

Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means

Quantity-

Rate-

Amount -

i) Loading of aggregates

Quantity2660.16

Rate108

Amount 287297.28

ii) Loading of sand

Quantity417.97

Rate54

Amount 22570.38

Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means

Quantity-

Rate-

Amount -

iii) Unloading of aggregates

Quantity2660.16

Rate54

Amount 143648.64

iii) Unloading of sand

Quantity417.97

Rate31

Amount 13157.7

Loading and unloading of Bitumen drums by manual means including a lead upto 30m

Quantity-

Rate-

Amount -

i) Loading of Bitumen drums by manual means including a lead upto 30m

Quantity32.45

Rate168

Amount 5477.22

ii) Unloading of Bitumen drums by manual means including a lead upto 30m

Quantity32.45

Rate145

Amount 4727.56

Haulage excluding Loading and Unloading

Quantity-

Rate-

Amount -

Haulage of materials by tipper excluding cost of loading, unloading and stacking

Quantity-

Rate-

Amount -

Case-I : Surfaced road

Quantity-

Rate-

Amount -

lead distance Km

Quantity46320

Rate4

Amount 192228

lead distance Km

Quantity277920

Rate4

Amount 1153368

lead distance Km

Quantity4381.88

Rate4

Amount 18184.8

Case-III : Katcha Track

Quantity-

Rate-

Amount -

lead distance Km

Quantity11580

Rate10

Amount 116263.2

lead distance Km

Quantity69480

Rate10

Amount 697579.2

lead distance Km

Quantity113.52

Rate10

Amount 1139.74

Description of item

Quantity-

Rate-

Amount -

Earthwork in excavation for structures as per drawing and technical Specification Clause 305.1. including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material.

Quantity-

Rate-

Amount -

I. Ordinary soil (upto 3m depth)

Quantity15896.25

Rate469

Amount 7459474.28

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203.

Quantity-

Rate-

Amount -

I. Pcc grade M10 Nominal mix 1 : 3 : 6 (hand mixing)

Quantity1590.75

Rate5039

Amount 8016139.22

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204

Quantity-

Rate-

Amount -

II. Course rubble masonry (2nd sort) 1:3

Quantity28370.25

Rate4933

Amount 139964628.38

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

Quantity10710

Rate1287

Amount 13790517.3

Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4

Quantity-

Rate-

Amount -

I. Random rubble masonry 1:3

Quantity380.25

Rate4608

Amount 1752294.67

Plastering with cement mortar ( 1:4) 15mm thick on Brick/Stone works as per drawing and technical specification clauses 613.4 and 1204

Quantity3514.5

Rate192

Amount 676646.69

Providing PCC M20 architectural coping on the top of retaining wall complete as per drawing and technical specification clause 615,710 and 1204.3.11

Quantity2812.5

Rate352

Amount 992671.88

Loading and unloading by manual means

Quantity-

Rate-

Amount -

i) Loading of masonry stone

Quantity33360

Rate108

Amount 3602880

i) Loading of aggregates

Quantity14505

Rate108

Amount 1566540

ii) Loading of sand

Quantity10894.5

Rate54

Amount 588303

Loading and unloading by Mechanical means

Quantity-

Rate-

Amount -

iii) Unloading of masonry stone

Quantity33360

Rate54

Amount 1801440

iii) Unloading of aggregates

Quantity14505

Rate54

Amount 783270

iii) Unloading of sand

Quantity10894.5

Rate31

Amount 342958.86

Loading and unloading of cement by manual means

Quantity-

Rate-

Amount -

i) Loading of cement

Quantity5337

Rate148

Amount 790569.81

ii) Unloading of cement

Quantity5337

Rate148

Amount 790569.81

Haulage of materials by tipper excluding cost of loading, unloading and stacking

Quantity-

Rate-

Amount -

Case-I : Surfaced road

Quantity-

Rate-

Amount -

lead distance Km

Quantity1197000

Rate4

Amount 4967550

lead distance Km

Quantity1476000

Rate4

Amount 6125400

lead distance Km

Quantity293535

Rate4

Amount 1218170.25

lead distance Km

Quantity2329650

Rate4

Amount 9668047.5

Case-III : Katcha Track

Quantity-

Rate-

Amount -

lead distance Km

Quantity299250

Rate10

Amount 3004470

lead distance Km

Quantity369000

Rate10

Amount 3704760

lead distance Km

Quantity13255

Rate10

Amount 133080.2

lead distance Km

Quantity194137.5

Rate10

Amount 1949140.5

Foundation

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 ,Dewatering,Shoring and shuttering 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.

Quantity-

Rate-

Amount -

Ordinary soil

Quantity-

Rate-

Amount -

Upto 3 m depth

Quantity20522.89

Rate469

Amount 9630571.36

3 m to 6 m depth

Quantity7456.96

Rate557

Amount 4155390.96

Ordinary rock

Quantity13681.92

Rate586

Amount 8025540.63

Hard rock (requiring blasting)

Quantity13681.92

Rate932

Amount 12754149

Hard rock (blasting prohibited)

Quantity1492.09

Rate761

Amount 1135570.02

Filling annular space around footing in rock as per technical specification Clause 1203.4.3.

Quantity-

Rate-

Amount -

P.C.C grade M 15 (Nominal mix 1:2.5:5)

Quantity1121.41

Rate5051

Amount 5665071.75

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

Quantity-

Rate-

Amount -

P.C.C grade M 15

Quantity-

Rate-

Amount -

Nominal mix (1:2.5:5)

Quantity558.41

Rate4895

Amount 2733835.76

R.C.C. grade M 30

Quantity3630.21

Rate6724

Amount 24411165.63

Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Quantity548.63

Rate89072

Amount 48867900.54

Sub Structure

Quantity-

Rate-

Amount -

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Quantity-

Rate-

Amount -

For height upto 5 m

Quantity-

Rate-

Amount -

R.C.C. grade M30

Quantity1225.29

Rate7129

Amount 8735741.81

For height 5 to 10 m

Quantity918.96

Rate7374

Amount 6776769.43

For heightabove 10 m

Quantity918.96

Rate7535

Amount 6925006.87

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Quantity460

Rate89317

Amount 41086155.8

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

Quantity3200

Rate337

Amount 1079680

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Quantity-

Rate-

Amount -

Granular material

Quantity6321.99

Rate1356

Amount 8575779.44

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

Quantity2320.45

Rate1287

Amount 2987881.03

Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications.

Quantity19100

Rate500

Amount 9550000

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1

Quantity403200

Rate1

Amount 524160

Super Structure

Quantity-

Rate-

Amount -

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

Quantity-

Rate-

Amount -

R.C.C. Grade M 30

Quantity1811.81

Rate8435

Amount 15283251.48

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

Quantity226.49

Rate91002

Amount 20611108.66

Providing steel R.S.Js/ built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications clause 1205.6

Quantity2403.5

Rate110490

Amount 265564301.31

Drainage spouts complete as per drawing and technical specifications Clause 1209

Quantity308

Rate1559

Amount 480384.52

P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211

Quantity-

Rate-

Amount -

Nominal mix (1:2.5:5)

Quantity126.55

Rate4707

Amount 595727.8

Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211

Quantity269.52

Rate11773

Amount 3173323.09

Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5

Quantity260

Rate23840

Amount 6198441.6

Filler Joint

Quantity-

Rate-

Amount -

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications

Quantity220

Rate183

Amount 40409.6

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.

Quantity272.34

Rate7776

Amount 2117958.22

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 a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.

Quantity-

Rate-

Amount -

(i) Bitumen (S-90)

Quantity5446.66

Rate177

Amount 964712.42

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 and Type C as per Technical Specification Clause 510

Quantity-

Rate-

Amount -

By Manual Means

Quantity-

Rate-

Amount -

Case - II : Type B

Quantity-

Rate-

Amount -

(I) Bitumen (S-90)

Quantity5446.66

Rate57

Amount 314490.15

River Bank Protection Work

Quantity-

Rate-

Amount -

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 stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

Quantity-

Rate-

Amount -

For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall

Quantity7868.32

Rate2125

Amount 16726710.71

Launching & Erection of superstructure as guide line of IRC -87-2018,IRC-22-2015 and IRC-24-2010 and Technical specification MoRT&H

Quantity20

Rate2361015

Amount 47220319.4

Load Carrying capacity of bridge as guide line of IRC SP 037-2010

Quantity20

Rate259441

Amount 5188826.6

Loading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity1445.09

Rate108

Amount 156069.72

M25 grade concrete

Quantity242.56

Rate108

Amount 26196.48

M30 grade concrete

Quantity7654.75

Rate108

Amount 826713

Bituminous Macadam

Quantity308.29

Rate108

Amount 33295.32

Premix carpet

Quantity147.05

Rate108

Amount 15881.4

Seal coat

Quantity32.67

Rate108

Amount 3528.36

Unloading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity1445.09

Rate54

Amount 78034.86

M25 grade concrete

Quantity242.56

Rate54

Amount 13098.24

M30 grade concrete

Quantity7474.75

Rate54

Amount 403636.5

Bituminous Macadam

Quantity308.29

Rate54

Amount 16647.66

Premix carpet

Quantity147.05

Rate54

Amount 7940.7

Seal coat

Quantity-

Rate-

Amount -

Loading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity867.06

Rate54

Amount 46821.24

M25 grade concrete

Quantity121.26

Rate54

Amount 6548.04

M30 grade concrete

Quantity3827.37

Rate54

Amount 206677.98

Bituminous Macadam

Quantity77.07

Rate54

Amount 4161.78

Seal coat

Quantity32.67

Rate54

Amount 1764.18

Unloading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity867.06

Rate31

Amount 27295.05

M25 grade concrete

Quantity121.26

Rate31

Amount 3817.26

M30 grade concrete

Quantity3827.37

Rate31

Amount 120485.61

Bituminous Macadam

Quantity77.07

Rate31

Amount 2426.16

Seal coat

Quantity-

Rate-

Amount -

Loading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity496.75

Rate148

Amount 73583.58

M25 grade concrete

Quantity108.87

Rate148

Amount 16126.91

M30 grade concrete

Quantity3657.26

Rate148

Amount 541749.92

Unloading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity578.04

Rate148

Amount 85625.07

M25 grade concrete

Quantity164.4

Rate148

Amount 24352.57

M30 grade concrete

Quantity6038.75

Rate148

Amount 894520.04

Loading steel and stacking

Quantity1296.85

Rate165

Amount 214771.33

Unloading steel and stacking

Quantity1296.85

Rate165

Amount 214771.33

Loading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity19.61

Rate168

Amount 3309.96

Premix carpet

Quantity7.95

Rate168

Amount 1341.88

Seal coat

Quantity3.71

Rate168

Amount 626.21

Unloading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity19.61

Rate145

Amount 2856.93

Premix carpet

Quantity7.95

Rate145

Amount 1158.22

Seal coat

Quantity3.71

Rate145

Amount 540.5

Cost of Haulage Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Surfaced Road

Quantity-

Rate-

Amount -

lead distance Km

Quantity234459.24

Rate4

Amount 973005.85

lead distance Km

Quantity589824.42

Rate4

Amount 2447771.34

lead distance Km

Quantity295527.18

Rate4

Amount 1226437.8

lead distance Km

Quantity71327.39

Rate4

Amount 296008.67

lead distance Km

Quantity4220.61

Rate4

Amount 17515.53

Unsurface road

Quantity-

Rate-

Amount -

lead distance Km

Quantity12041.76

Rate10

Amount 120899.27

lead distance Km

Quantity44047.5

Rate10

Amount 442236.9

lead distance Km

Quantity27277.93

Rate10

Amount 273870.42

lead distance Km

Quantity3064.24

Rate10

Amount 30764.97

lead distance Km

Quantity217.36

Rate10

Amount 2182.29

High Altitude Allowance in 60 m span LSB over LACHUNG CHU

Quantity1

Rate2443237

Amount 2443237

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