Rural Management And Development Department Tender

Take tender evaluation notes for Sikkim Rural Management And Development Department Tender

Rural Management And Development Department Tender

Works

Eprocure

West Sikkim, Sikkim

Opening Date19 May 2021

Closing Date1 Jul 2021

Tender Amount₹ 1,69,26,924

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Costs

EMD
₹ 4,23,173
Document Cost
₹ 30,000
Tender Fee
Refer Documents

Description

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Tender Id
2021_CESDA_109667_15
Bid Award Id
View
Tender No
SKPMGSYBAILEYBatchIOnline21-22
Tender Authority
Rural Management And Development Department View
Purchaser Address
-
Website
http://pmgsytenders.gov.in

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Documents

Tender Notice-11.5 MBTendernotice_1.pdf

NIT

BOQ-1471.0 kBBOQ_177761.xls

BOQ

Document-12.6 MBSBD.pdf

SBD

Report Missing Document

BOQ Items

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Quantity-

Rate-

Amount -

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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

Quantity43.09

Rate-

Amount 1044.7

Water Bound Macadam with Crushable Screenings

Quantity-

Rate-

Amount -

M30 grade concrete

Quantity112.45

Rate-

Amount 113.28

Hard rock (blasting prohibited)

Quantity-

Rate-

Amount -

(2) WBM Grading 2

Quantity-

Rate-

Amount -

(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

Quantity1050

Rate-

Amount 282.69

M15 grade concrete

Quantity30.49

Rate-

Amount 43.46

Sub Structure

Quantity-

Rate-

Amount -

Super Structure

Quantity-

Rate-

Amount -

a) Cement lead distance 0.0 Km

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

a) Sand lead distance 15 Km

Quantity435

Rate-

Amount 5

c) Sand lead distance 15 Km

Quantity656.18

Rate-

Amount 5

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

Quantity-

Rate-

Amount -

By Manual Means

Quantity231.25

Rate-

Amount 138.88

iii) Unloading of sand

Quantity15.76

Rate-

Amount 28.14

Surfaced Road

Quantity-

Rate-

Amount -

d) Steel lead distance 125 Km

Quantity2740.35

Rate-

Amount 4.16

Unloading of sand

Quantity-

Rate-

Amount -

Type B(ii) Bitumen (S-65)

Quantity231.25

Rate-

Amount 43.26

Bituminous Macadam

Quantity2.41

Rate-

Amount 43.46

Hard rock (requiring blasting)

Quantity156.4

Rate-

Amount 625.68

b) Stone Aggregates lead distance 15 Km

Quantity1081.88

Rate-

Amount 5

b) Aggregates lead distance 15 Km

Quantity2760

Rate-

Amount 5

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

Quantity18.34

Rate-

Amount 4408.54

b) Stone Aggregates lead distance 50 Km

Quantity14604.9

Rate-

Amount 4.16

M30 grade concrete

Quantity117.69

Rate-

Amount 43.46

b) Aggregates ad distance 50 Km

Quantity9200

Rate-

Amount 4.16

d) Steel lead distance 0.0 Km

Quantity-

Rate-

Amount -

Tack Coat

Quantity-

Rate-

Amount -

Unsurface road

Quantity-

Rate-

Amount -

Labour Cess 1%

Quantity1

Rate-

Amount 96378

Loading steel and stacking

Quantity42.16

Rate-

Amount 123.81

Premix carpet

Quantity0.25

Rate-

Amount 131.73

R.C.C. grade M 30

Quantity82.96

Rate-

Amount 6863.97

Loading of sand

Quantity-

Rate-

Amount -

Granular material

Quantity260.83

Rate-

Amount 1118.55

Unloading of stone aggregates

Quantity-

Rate-

Amount -

M25 grade concrete

Quantity7.43

Rate-

Amount 113.28

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

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 -

M15 grade concrete

Quantity18.29

Rate-

Amount 43.46

Construction of 20 Mtr Span Steel Bridge over Gumpa khola in West Sikkim

Quantity-

Rate-

Amount -

Seal coat

Quantity0.12

Rate-

Amount 117.82

(i) Low porosity

Quantity-

Rate-

Amount -

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

(A) By manual means.

Quantity22.5

Rate-

Amount 1992.51

M15 grade concrete

Quantity10.48

Rate-

Amount 113.28

GST on Steel parts 18%

Quantity1

Rate-

Amount 1470175

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

Quantity13.27

Rate-

Amount 71587.68

Bituminous Macadam

Quantity9.65

Rate-

Amount 86.92

(ii) Compacting original ground supporting subgrade.

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

Ordinary rock

Quantity516.59

Rate-

Amount 353.36

For height upto 5 m

Quantity-

Rate-

Amount -

Bituminous Macadam

Quantity0.61

Rate-

Amount 131.73

M15 grade concrete

Quantity18.29

Rate-

Amount 28.14

ii) Loading of sand

Quantity15.76

Rate-

Amount 43.46

Seal coat

Quantity1.02

Rate-

Amount 86.92

Prime Coat

Quantity-

Rate-

Amount -

(A) By Mix in Place Method.

Quantity-

Rate-

Amount -

M25 grade concrete

Quantity10.96

Rate-

Amount 86.92

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.

Quantity428

Rate-

Amount 393

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

Quantity20.84

Rate-

Amount 71587.68

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 -

c) Bitumen ad distance 120 Km

Quantity124.45

Rate-

Amount 4.16

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

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 -

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

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 -

M30 grade concrete

Quantity117.69

Rate-

Amount 28.14

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 -

3 m to 6 m depth

Quantity234.6

Rate-

Amount 335.69

M25 grade concrete

Quantity4.92

Rate-

Amount 113.28

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

Quantity-

Rate-

Amount -

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

Quantity1.04

Rate-

Amount 131.73

Nominal mix (1:2.5:5)

Quantity3.83

Rate-

Amount 4341.32

Bituminous Macadam

Quantity9.65

Rate-

Amount 43.46

Nominal mix (1:2.5:5)

Quantity15.94

Rate-

Amount 4408.54

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

Quantity-

Rate-

Amount -

Seal coat

Quantity-

Rate-

Amount -

M30 grade concrete

Quantity185.68

Rate-

Amount 113.28

Bituminous Macadam

Quantity2.41

Rate-

Amount 28.14

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 -

20mm thick Open-Graded Premix Carpet

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity12.2

Rate-

Amount 113.28

Ordinary soil

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

Seal coat

Quantity-

Rate-

Amount -

Compacting Original Ground.

Quantity-

Rate-

Amount -

M15 grade concrete

Quantity30.49

Rate-

Amount 86.92

e) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

M30 grade concrete

Quantity235.37

Rate-

Amount 43.46

Seal coat

Quantity1.02

Rate-

Amount 43.46

Construction of earthen shoulder.

Quantity-

Rate-

Amount -

M25 grade concrete

Quantity5.48

Rate-

Amount 43.46

GST 12% on Civil Works

Quantity1

Rate-

Amount 763020

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

Quantity156

Rate-

Amount 331.67

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

River Bank Protection Work

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Seal Coat

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Case-I : Surfaced road

Quantity-

Rate-

Amount -

R.C.C. grade M30

Quantity52.09

Rate-

Amount 6863.97

Unloading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Premix carpet

Quantity4.6

Rate-

Amount 43.46

Labour Cess 1%

Quantity1

Rate-

Amount 71215

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

Quantity1.04

Rate-

Amount 117.82

Filler Joint

Quantity-

Rate-

Amount -

Cost of Haulage Excluding Loading and Unloading

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 -

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

a) Sand lead distance 50 Km

Quantity1450

Rate-

Amount 4.16

Construction of Embankment with material obtained from Roadway cutting

Quantity-

Rate-

Amount -

For height 5 to 10 m

Quantity39.07

Rate-

Amount 6863.97

Providing Bailey Bridge Complete Set as per Bailey Bridge Speecification

Quantity20

Rate-

Amount 408382

Haulage excluding Loading and Unloading

Quantity-

Rate-

Amount -

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

M25 grade concrete

Quantity5.48

Rate-

Amount 28.14

Case-III : Katcha Track

Quantity-

Rate-

Amount -

Premix carpet

Quantity4.6

Rate-

Amount 86.92

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 -

Bituminous Macadam

Quantity0.61

Rate-

Amount 117.82

e) Bitumen lead distance 125 Km

Quantity117.44

Rate-

Amount 4.16

i) Loading of aggregates

Quantity105.72

Rate-

Amount 86.92

Upto 3 m depth

Quantity774.89

Rate-

Amount 282.69

iii) Unloading of aggregates

Quantity105.72

Rate-

Amount 43.46

Loading of cement and stacking

Quantity-

Rate-

Amount -

Loading of stone aggregates

Quantity-

Rate-

Amount -

(i) For Grading I Material.

Quantity37.5

Rate-

Amount 1353.68

M30 grade concrete

Quantity235.37

Rate-

Amount 86.92

Seal coat

Quantity0.12

Rate-

Amount 131.73

(A) By manual means.

Quantity22.5

Rate-

Amount 2061.95

a) Cement lead distance 125 Km

Quantity8310.64

Rate-

Amount 4.16

Loading Bitumen Drums and stacking

Quantity-

Rate-

Amount -

c) Sand lead distance 650 Km

Quantity7244.75

Rate-

Amount 4.16

Unloading of cement and stacking

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

M25 grade concrete

Quantity10.96

Rate-

Amount 43.46

c) Bitumen lead distance 0.0 Km

Quantity-

Rate-

Amount -

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

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

P.C.C grade M 15

Quantity-

Rate-

Amount -

For height above 10 m

Quantity39.07

Rate-

Amount 6863.97

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