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

West Sikkim, Sikkim

Opening Date5 May 2021

Closing Date6 Jul 2021

Tender Amount₹ 1,86,72,052

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Costs

EMD
₹ 4,66,801
Document Cost
₹ 30,000
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2021_CESDA_109179_9
Bid Award Id
View
Tender No
SK-PMGSY(LSB)BATCHIOnline20-21
Tender Authority
Rural Management And Development Department View
Purchaser Address
-
Website
http://pmgsytenders.gov.in

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Documents

Tender Notice-1759.1 kBTendernotice_1.pdf

NIT

BOQ-1529.4 kBBOQ_177366.xls

BOQ

Document-12.6 MBSBD.pdf

SBD

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

Construction of Embankment with material obtained from Roadway cutting

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

Quantity180

Rate-

Amount 114.8

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.

Quantity300

Rate-

Amount 40.63

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.

Quantity37.5

Rate-

Amount 1353.68

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.

Quantity22.5

Rate-

Amount 1992.51

(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.

Quantity22.5

Rate-

Amount 2061.95

Prime Coat

Quantity-

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.

Quantity231.25

Rate-

Amount 36.08

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.

Quantity231.25

Rate-

Amount 12.28

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

Quantity231.25

Rate-

Amount 138.88

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)

Quantity231.25

Rate-

Amount 43.26

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.

Quantity22.69

Rate-

Amount 224.53

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

Quantity-

Rate-

Amount -

i) Loading of aggregates

Quantity105.72

Rate-

Amount 86.92

ii) Loading of sand

Quantity15.76

Rate-

Amount 43.46

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

Quantity-

Rate-

Amount -

iii) Unloading of aggregates

Quantity105.72

Rate-

Amount 43.46

iii) Unloading of sand

Quantity15.76

Rate-

Amount 28.14

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

Quantity1.04

Rate-

Amount 131.73

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

Quantity1.04

Rate-

Amount 117.82

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 -

a) Sand lead distance 90 Km

Quantity2610

Rate-

Amount 4.16

b) Aggregates ad distance 90 Km

Quantity16560

Rate-

Amount 4.16

c) Bitumen ad distance 125 Km

Quantity129.64

Rate-

Amount 4.16

Case-III : Katcha Track

Quantity-

Rate-

Amount -

a) Sand lead distance 5 Km

Quantity145

Rate-

Amount 5

b) Aggregates lead distance 5 Km

Quantity920

Rate-

Amount 5

c) Bitumen lead distance 0.0 Km

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)

Quantity108

Rate-

Amount 282.69

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)

Quantity10.82

Rate-

Amount 4342.22

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)

Quantity189.84

Rate-

Amount 3781.05

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

Quantity96

Rate-

Amount 1044.7

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

Quantity2.54

Rate-

Amount 3485.44

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

Quantity25.06

Rate-

Amount 149.79

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

Quantity25

Rate-

Amount 292.74

Loading and unloading by manual means

Quantity-

Rate-

Amount -

i) Loading of masonry stone

Quantity223.2

Rate-

Amount 86.92

i) Loading of aggregates

Quantity126.8

Rate-

Amount 86.92

ii) Loading of sand

Quantity73.2

Rate-

Amount 43.46

Loading and unloading by Mechanical means

Quantity-

Rate-

Amount -

iii) Unloading of masonry stone

Quantity223.2

Rate-

Amount 43.46

iii) Unloading of aggregates

Quantity126.8

Rate-

Amount 43.46

iii) Unloading of sand

Quantity73.2

Rate-

Amount 28.14

Loading and unloading of cement by manual means

Quantity-

Rate-

Amount -

i) Loading of cement

Quantity35.8

Rate-

Amount 113.28

ii) Unloading of cement

Quantity35.8

Rate-

Amount 113.28

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

Quantity-

Rate-

Amount -

Case-I : Surfaced road

Quantity-

Rate-

Amount -

a) Sand lead distance 90 Km

Quantity12600

Rate-

Amount 4.16

b) Aggregates lead distance 90 Km

Quantity19800

Rate-

Amount 4.16

c) Cement lead distance 125 Km

Quantity4475

Rate-

Amount 4.16

d) Masonry stone lead distance 30 Km

Quantity11400

Rate-

Amount 4.16

Case-III : Katcha Track

Quantity-

Rate-

Amount -

a) Sand lead distance 5 Km

Quantity700

Rate-

Amount 5

b) Aggregates lead distance 5 Km

Quantity1100

Rate-

Amount 5

c) Cement lead distance 0.0 Km

Quantity-

Rate-

Amount -

d) Masonry stone lead distance 2.0Km

Quantity760

Rate-

Amount 5

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

Quantity915.01

Rate-

Amount 282.69

3 m to 6 m depth

Quantity343.94

Rate-

Amount 335.69

Ordinary rock

Quantity610.01

Rate-

Amount 353.36

Hard rock (requiring blasting)

Quantity229.29

Rate-

Amount 625.68

Hard rock (blasting prohibited)

Quantity-

Rate-

Amount -

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)

Quantity17.95

Rate-

Amount 4408.54

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)

Quantity16.32

Rate-

Amount 4408.54

R.C.C. grade M 30

Quantity100.1

Rate-

Amount 6863.97

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

Quantity26.79

Rate-

Amount 71587.68

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

Quantity84.43

Rate-

Amount 6863.97

For height 5 to 10 m

Quantity63.32

Rate-

Amount 6863.97

For height above 10 m

Quantity63.32

Rate-

Amount 6863.97

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

Quantity37.99

Rate-

Amount 71587.68

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

Quantity136

Rate-

Amount 331.67

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

Quantity-

Rate-

Amount -

Granular material

Quantity551.3

Rate-

Amount 1118.55

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

Quantity73.93

Rate-

Amount 1044.7

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.

Quantity620

Rate-

Amount 393

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

Quantity20480

Rate-

Amount 0.32

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

Quantity48.34

Rate-

Amount 6863.97

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

Quantity6.04

Rate-

Amount 71587.68

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

Quantity27.63

Rate-

Amount 111796

Drainage spouts complete as per drawing and technical specifications Clause 1209

Quantity8

Rate-

Amount 1521.13

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)

Quantity3.83

Rate-

Amount 4341.32

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

Quantity12.18

Rate-

Amount 5735.36

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

Quantity13

Rate-

Amount 12095.88

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

Quantity11.6

Rate-

Amount 6449.43

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.

Quantity8.53

Rate-

Amount 7076.88

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)

Quantity170.5

Rate-

Amount 138.88

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)

Quantity170.5

Rate-

Amount 43.26

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

Quantity180

Rate-

Amount 1964.42

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

Quantity1

Rate-

Amount 641362.44

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

Quantity1

Rate-

Amount 129221.83

Loading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity30.48

Rate-

Amount 86.92

M25 grade concrete

Quantity10.96

Rate-

Amount 86.92

M30 grade concrete

Quantity323.56

Rate-

Amount 86.92

Bituminous Macadam

Quantity9.65

Rate-

Amount 86.92

Premix carpet

Quantity4.6

Rate-

Amount 86.92

Seal coat

Quantity1.02

Rate-

Amount 86.92

Unloading of stone aggregates

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity30.48

Rate-

Amount 43.46

M25 grade concrete

Quantity10.96

Rate-

Amount 43.46

M30 grade concrete

Quantity323.56

Rate-

Amount 43.46

Bituminous Macadam

Quantity9.65

Rate-

Amount 43.46

Premix carpet

Quantity4.6

Rate-

Amount 43.46

Seal coat

Quantity-

Rate-

Amount -

Loading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity18.29

Rate-

Amount 43.46

M25 grade concrete

Quantity5.48

Rate-

Amount 43.46

M30 grade concrete

Quantity161.78

Rate-

Amount 43.46

Bituminous Macadam

Quantity2.41

Rate-

Amount 43.46

Seal coat

Quantity1.02

Rate-

Amount 43.46

Unloading of sand

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity18.29

Rate-

Amount 28.14

M25 grade concrete

Quantity5.48

Rate-

Amount 28.14

M30 grade concrete

Quantity161.78

Rate-

Amount 28.14

Bituminous Macadam

Quantity2.41

Rate-

Amount 28.14

Seal coat

Quantity-

Rate-

Amount -

Loading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity10.48

Rate-

Amount 113.28

M25 grade concrete

Quantity4.92

Rate-

Amount 113.28

M30 grade concrete

Quantity154.59

Rate-

Amount 113.28

Unloading of cement and stacking

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity12.19

Rate-

Amount 113.28

M25 grade concrete

Quantity7.43

Rate-

Amount 113.28

M30 grade concrete

Quantity255.25

Rate-

Amount 113.28

Loading steel and stacking

Quantity74.36

Rate-

Amount 123.81

Unloading steel and stacking

Quantity74.36

Rate-

Amount 123.81

Loading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.61

Rate-

Amount 131.73

Premix carpet

Quantity0.25

Rate-

Amount 131.73

Seal coat

Quantity0.12

Rate-

Amount 131.73

Unloading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.61

Rate-

Amount 117.82

Premix carpet

Quantity0.25

Rate-

Amount 117.82

Seal coat

Quantity0.12

Rate-

Amount 117.82

Cost of Haulage Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Surfaced Road

Quantity-

Rate-

Amount -

a) Cement lead distance 125 Km

Quantity21248.43

Rate-

Amount 4.16

b) Stone Aggregates lead distance 90 Km

Quantity34225.07

Rate-

Amount 4.16

c) Sand lead distance 90 Km

Quantity17008.64

Rate-

Amount 4.16

d) Steel lead distance 125 Km

Quantity9295.02

Rate-

Amount 4.16

e) Bitumen lead distance 125 Km

Quantity122.33

Rate-

Amount 4.16

Unsurface road

Quantity-

Rate-

Amount -

a) Cement lead distance 0.0 Km

Quantity-

Rate-

Amount -

b) Stone Aggregates lead distance 5 Km

Quantity313.89

Rate-

Amount 5

c) Sand lead distance 5 Km

Quantity218.7

Rate-

Amount 5

d) Steel lead distance 0.0 Km

Quantity-

Rate-

Amount -

e) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

GST 12% on Civil Works

Quantity1

Rate-

Amount 1590201

Labour Cess 1%

Quantity1

Rate-

Amount 148419

GST on Steel parts 18%

Quantity1

Rate-

Amount 556064

Labour Cess 1%

Quantity1

Rate-

Amount 36453

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