Rural Management And Development Department Tender

The Rural Management And Development Department has issued a formal invitation for competitive bids for Construction Of 20 Nos Of Bridges Under Pmgsy 3 in East Sikkim, Sikkim, with an estimated contract value of Rs. 82,78,27,000. The bid opening date for this tender is 03-03-2025 and the last date for bid submission is 24-03-2025. Interested bidders for Rural Management And Development Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Rural Management And Development Department Tender

Works

Bridge Construction

Eprocure

East Sikkim, Sikkim

Opening Date3 Mar 2025

Closing Date24 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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Tender Id
2025_CESDA_139527_1
Bid Award Id
View
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

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

ii) Unloading of cement

Quantity5337

Rate148

Amount 790569.81

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

Quantity1121.41

Rate5051

Amount 5665071.75

M30 grade concrete

Quantity7474.75

Rate54

Amount 403636.5

(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

Premix carpet

Quantity7.95

Rate168

Amount 1341.88

(ii) Compacting original ground supporting subgrade.

Quantity-

Rate-

Amount -

Granular material

Quantity6321.99

Rate1356

Amount 8575779.44

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

M30 grade concrete

Quantity6038.75

Rate148

Amount 894520.04

lead distance Km

Quantity12041.76

Rate10

Amount 120899.27

Surfaced Road

Quantity-

Rate-

Amount -

(3) WBM Grading 3

Quantity-

Rate-

Amount -

Hard rock (requiring blasting)

Quantity13681.92

Rate932

Amount 12754149

Loading steel and stacking

Quantity1296.85

Rate165

Amount 214771.33

Nominal mix (1:2.5:5)

Quantity558.41

Rate4895

Amount 2733835.76

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

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

M25 grade concrete

Quantity108.87

Rate148

Amount 16126.91

Cost of Haulage Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Loading and unloading by manual means

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

M30 grade concrete

Quantity3827.37

Rate54

Amount 206677.98

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

Quantity-

Rate-

Amount -

High Altitude Allowance in 60 m span LSB over LACHUNG CHU

Quantity1

Rate2443237

Amount 2443237

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

Construction of Embankment with material obtained from Roadway cutting

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

lead distance Km

Quantity217.36

Rate10

Amount 2182.29

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

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity496.75

Rate148

Amount 73583.58

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

Quantity-

Rate-

Amount -

lead distance Km

Quantity589824.42

Rate4

Amount 2447771.34

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 -

Loading of stone aggregates

Quantity-

Rate-

Amount -

ii) Loading of sand

Quantity417.97

Rate54

Amount 22570.38

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 -

(A) By Mix in Place Method.

Quantity-

Rate-

Amount -

River Bank Protection Work

Quantity-

Rate-

Amount -

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

Quantity32.45

Rate168

Amount 5477.22

Loading and unloading of cement by manual means

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 -

Ordinary soil

Quantity-

Rate-

Amount -

iii) Unloading of sand

Quantity417.97

Rate31

Amount 13157.7

Compacting Original Ground.

Quantity-

Rate-

Amount -

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 -

Case-I : Surfaced road

Quantity-

Rate-

Amount -

(i) Bitumen (S-90)

Quantity5446.66

Rate177

Amount 964712.42

M30 grade concrete

Quantity3827.37

Rate31

Amount 120485.61

Premix carpet

Quantity147.05

Rate108

Amount 15881.4

Bituminous Macadam

Quantity19.61

Rate145

Amount 2856.93

Seal Coat

Quantity-

Rate-

Amount -

lead distance Km

Quantity293535

Rate4

Amount 1218170.25

P.C.C grade M 15

Quantity-

Rate-

Amount -

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

Quantity20

Rate259441

Amount 5188826.6

Seal coat

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity1445.09

Rate108

Amount 156069.72

lead distance Km

Quantity369000

Rate10

Amount 3704760

(A) By manual means.

Quantity542.82

Rate1814

Amount 985017.46

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

Quantity-

Rate-

Amount -

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

Quantity1590.75

Rate5039

Amount 8016139.22

Bituminous Macadam

Quantity19.61

Rate168

Amount 3309.96

(i) Low porosity

Quantity-

Rate-

Amount -

Loading and unloading by Mechanical means

Quantity-

Rate-

Amount -

M25 grade concrete

Quantity164.4

Rate148

Amount 24352.57

Case-III : Katcha Track

Quantity-

Rate-

Amount -

(I) Bitumen (S-90)

Quantity5446.66

Rate57

Amount 314490.15

By Manual Means

Quantity7237.5

Rate162

Amount 1172475

M30 grade concrete

Quantity7654.75

Rate108

Amount 826713

Unsurface road

Quantity-

Rate-

Amount -

Haulage excluding Loading and Unloading

Quantity-

Rate-

Amount -

Seal coat

Quantity32.67

Rate54

Amount 1764.18

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

Quantity32.45

Rate145

Amount 4727.56

Premix carpet

Quantity147.05

Rate54

Amount 7940.7

Loading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity578.04

Rate148

Amount 85625.07

i) Loading of aggregates

Quantity14505

Rate108

Amount 1566540

Case - II : Type B

Quantity-

Rate-

Amount -

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

lead distance Km

Quantity295527.18

Rate4

Amount 1226437.8

Bituminous Macadam

Quantity308.29

Rate108

Amount 33295.32

Seal coat

Quantity-

Rate-

Amount -

Prime Coat

Quantity-

Rate-

Amount -

iii) Unloading of masonry stone

Quantity33360

Rate54

Amount 1801440

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

Quantity-

Rate-

Amount -

lead distance Km

Quantity71327.39

Rate4

Amount 296008.67

R.C.C. Grade M 30

Quantity1811.81

Rate8435

Amount 15283251.48

Sub Structure

Quantity-

Rate-

Amount -

lead distance Km

Quantity4381.88

Rate4

Amount 18184.8

By Manual Means

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 -

Filler Joint

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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

lead distance Km

Quantity46320

Rate4

Amount 192228

lead distance Km

Quantity299250

Rate10

Amount 3004470

M15 grade concrete

Quantity1445.09

Rate54

Amount 78034.86

(ii) Excavation in Hilly Areas in Soil by mechanical means.

Quantity-

Rate-

Amount -

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

Bituminous Macadam

Quantity77.07

Rate31

Amount 2426.16

M25 grade concrete

Quantity242.56

Rate54

Amount 13098.24

Foundation

Quantity-

Rate-

Amount -

Loading of cement and stacking

Quantity-

Rate-

Amount -

Seal coat

Quantity32.67

Rate108

Amount 3528.36

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

Quantity-

Rate-

Amount -

Water Bound Macadam with Crushable Screenings

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 -

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 -

lead distance Km

Quantity113.52

Rate10

Amount 1139.74

(A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1

Quantity33437.25

Rate140

Amount 4705624.19

Unloading of sand

Quantity-

Rate-

Amount -

iii) Unloading of sand

Quantity10894.5

Rate31

Amount 342958.86

lead distance Km

Quantity3064.24

Rate10

Amount 30764.97

Seal coat

Quantity3.71

Rate145

Amount 540.5

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 -

For height upto 5 m

Quantity-

Rate-

Amount -

Ordinary rock

Quantity13681.92

Rate586

Amount 8025540.63

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

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

lead distance Km

Quantity234459.24

Rate4

Amount 973005.85

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

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity77.07

Rate54

Amount 4161.78

(2) WBM Grading 2

Quantity-

Rate-

Amount -

i) Loading of cement

Quantity5337

Rate148

Amount 790569.81

M25 grade concrete

Quantity242.56

Rate108

Amount 26196.48

Construction of earthen shoulder.

Quantity-

Rate-

Amount -

Type B(ii) Bitumen (S-65)

Quantity7237.5

Rate53

Amount 383587.5

Unloading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

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

Nominal mix (1:2.5:5)

Quantity126.55

Rate4707

Amount 595727.8

Unloading steel and stacking

Quantity1296.85

Rate165

Amount 214771.33

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

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

Quantity-

Rate-

Amount -

lead distance Km

Quantity4220.61

Rate4

Amount 17515.53

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

For height 5 to 10 m

Quantity918.96

Rate7374

Amount 6776769.43

Upto 3 m depth

Quantity20522.89

Rate469

Amount 9630571.36

lead distance Km

Quantity11580

Rate10

Amount 116263.2

lead distance Km

Quantity1476000

Rate4

Amount 6125400

Bituminous Macadam

Quantity308.29

Rate54

Amount 16647.66

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

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

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

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

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 -

Loading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity867.06

Rate54

Amount 46821.24

Premix carpet

Quantity7.95

Rate145

Amount 1158.22

lead distance Km

Quantity27277.93

Rate10

Amount 273870.42

20mm thick Open-Graded Premix Carpet

Quantity-

Rate-

Amount -

Description of item

Quantity-

Rate-

Amount -

lead distance Km

Quantity13255

Rate10

Amount 133080.2

iii) Unloading of aggregates

Quantity14505

Rate54

Amount 783270

Unloading of cement and stacking

Quantity-

Rate-

Amount -

lead distance Km

Quantity2329650

Rate4

Amount 9668047.5

Case-III : Katcha Track

Quantity-

Rate-

Amount -

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

i) Loading of aggregates

Quantity2660.16

Rate108

Amount 287297.28

lead distance Km

Quantity194137.5

Rate10

Amount 1949140.5

i) Loading of masonry stone

Quantity33360

Rate108

Amount 3602880

(A) By manual means.

Quantity542.82

Rate1938

Amount 1052180.58

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 -

I. Ordinary soil (upto 3m depth)

Quantity15896.25

Rate469

Amount 7459474.28

Drainage spouts complete as per drawing and technical specifications Clause 1209

Quantity308

Rate1559

Amount 480384.52

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

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity867.06

Rate31

Amount 27295.05

M30 grade concrete

Quantity3657.26

Rate148

Amount 541749.92

3 m to 6 m depth

Quantity7456.96

Rate557

Amount 4155390.96

Seal coat

Quantity3.71

Rate168

Amount 626.21

lead distance Km

Quantity277920

Rate4

Amount 1153368

For heightabove 10 m

Quantity918.96

Rate7535

Amount 6925006.87

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

Quantity28370.25

Rate4933

Amount 139964628.38

iii) Unloading of aggregates

Quantity2660.16

Rate54

Amount 143648.64

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

Quantity-

Rate-

Amount -

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

Unloading of stone aggregates

Quantity-

Rate-

Amount -

R.C.C. grade M 30

Quantity3630.21

Rate6724

Amount 24411165.63

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

Case-I : Surfaced road

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 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 -

R.C.C. grade M30

Quantity1225.29

Rate7129

Amount 8735741.81

Tack Coat

Quantity-

Rate-

Amount -

M25 grade concrete

Quantity121.26

Rate31

Amount 3817.26

Hard rock (blasting prohibited)

Quantity1492.09

Rate761

Amount 1135570.02

lead distance Km

Quantity44047.5

Rate10

Amount 442236.9

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

Quantity-

Rate-

Amount -

ii) Loading of sand

Quantity10894.5

Rate54

Amount 588303

lead distance Km

Quantity69480

Rate10

Amount 697579.2

Super Structure

Quantity-

Rate-

Amount -

M25 grade concrete

Quantity121.26

Rate54

Amount 6548.04

(i) For Grading I Material.

Quantity977.07

Rate1416

Amount 1384293.23

I. Random rubble masonry 1:3

Quantity380.25

Rate4608

Amount 1752294.67

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