Public Works Department Tender

View complete overview of Nagaland PWD Tender

Public Works Department - PWD Tender

Eprocure

Tuensang, Nagaland

Opening Date19 Dec 2019

Closing Date9 Jan 2020

Tender Amount₹ 1,69,32,00,000

Notes

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Costs

EMD
₹ 1,69,00,000
Document Cost
₹ 25,000
Tender Fee
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Description

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Contact

Tender Id
2019_NPWD_274_1
Bid Award Id
View
Tender No
CE/RnB/NERSDS/NIT/2019-20
Tender Authority
Public Works Department View
Purchaser Address
-
Website
http://https://npwd.nagaland.gov.in/

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Documents

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Tender Notice-1340.7 kBTendernotice_1.pdf

Notice Inviting Tender

BOQ-1492.5 kBBOQ_307.xls

Bill of Quantities

Document-12.2 MBSBDTSGLLG.pdf

Standard Bidding Document

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

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i) In area of light jungle

Quantity30

Rate-

Amount 80133

Cutting of trees i/c cutting of trunks,branches & removal of stumps i/c stackingof serviciable material within a lead of100m.& earth filling in the depression/pit

Quantity-

Rate-

Amount -

i) Girth from 300mm to 600mm

Quantity63

Rate-

Amount 367

ii) Girth above 600mm to 900mm

Quantity29

Rate-

Amount 633

Earthwork

Quantity-

Rate-

Amount -

Excavation in soil in hilly area by mechanical means including cutting and trimming

Quantity1081203

Rate-

Amount 224

Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting.

Quantity-

Rate-

Amount -

Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres.

Quantity46009

Rate-

Amount 318

Excavation in Hilly Areas in Hard Rock Requiring Blasting

Quantity-

Rate-

Amount -

Excavation in hilly area in hard rock requiring blasting by mechanical means including trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres.

Quantity23004

Rate-

Amount 492

Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drains and foundation of other structurtes graded and compacted to meet requirement of table 300-2

Quantity76056

Rate-

Amount 192

Construction of sub-grade and with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

Quantity116100

Rate-

Amount 804

GSB & BASE COURSE

Quantity-

Rate-

Amount -

Plant mix method (Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mix material to work site , spreading in uniform layers with motor grader on prepared surface an compacting with vibratory power roller to achieve the desired density, complete as per clause 401)

Quantity83343.78

Rate-

Amount 3861

Providing, laying, spreading and compacting stone aggregate to wet mix macadam specification including premixing the material with water to OMC in mechanical mix (Pug Mill), carriage of mixed material by tipper/dumper to site, laying uniform layers in base courses on a well prepared underbase and compacting with power vibratory roller to achieve the desired density i/c lighting, guarding, barricading and maintenance of diversion etc.. (By Mechanical Means)

Quantity66982.78

Rate-

Amount 5125

BITUMINOUS COURSE

Quantity-

Rate-

Amount -

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means. (A)On WBM/WMM surface @ 0.70- 1.00 kg/Sqm .

Quantity297701.25

Rate-

Amount 36.3

Providing and laying bituminous macadam with 60-80 TPH hot mix plant producing an average output of 35 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Bitumen @ 4 %

Quantity14885.06

Rate-

Amount 12666

Providing and laying bituminous concrete with 40-60 TPH batch type hot mix plant producing an average output of 35 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects,ii) Grading - II-13 mm (Nominal Size),(A) using Bitumen PMB70

Quantity8931.04

Rate-

Amount 13941

BRIDGES

Quantity-

Rate-

Amount -

Bridge 20 Meter at chainage 38+360 m

Quantity-

Rate-

Amount -

Earth work in exccavation of foundation for structures complete as per drawing and Technical Specification.

Quantity-

Rate-

Amount -

i) Depth upto 3m

Quantity1170

Rate-

Amount 62

ii) Depth 3m to 6m

Quantity1008

Rate-

Amount 71

iii) Above 6m to 10m depth

Quantity1144

Rate-

Amount 89

Back filling behind abutment, wing wall and return wall

Quantity-

Rate-

Amount -

b) Good Sandy soil free from organic materials

Quantity540

Rate-

Amount 11304

Filter medium behind abutment, wing wall and return wall complete as per drawing and Technical specification

Quantity800

Rate-

Amount 3042

Pitching on slopes complete as per drawing and Technical

Quantity-

Rate-

Amount -

a) Stone

Quantity57.6

Rate-

Amount 4367

Placing gabions on abutment location on slope

Quantity288

Rate-

Amount 7305

Cement concrete for plain concrete/reinforced concrete in open foundation i/c cost of formwork as per drawing & Technical Spefication i/c cost of formwork

Quantity-

Rate-

Amount -

a)Foundation for Footing (M35)

Quantity264

Rate-

Amount 15391

i)Abutment M35m

Quantity384

Rate-

Amount 17273

b) Retaining walls return walls M 30

Quantity54

Rate-

Amount 16188

c) R.C.C. Ginders M 40

Quantity72

Rate-

Amount 21077

d) Deck Slab M 40

Quantity48.25

Rate-

Amount 21077

e) P.C.C. (M 15) in footing and foundation

Quantity24

Rate-

Amount 12598

HYSD bar reinforment in sub structure complete as per drawing and technical specification

Quantity-

Rate-

Amount -

a)Foundation footing M 35

Quantity32.84

Rate-

Amount 79515

b) Abutment M 35

Quantity16.96

Rate-

Amount 79515

c)Retaining walls, return walls M 30

Quantity6.49

Rate-

Amount 79515

HYSD bar reinforcement in sub stucture

Quantity-

Rate-

Amount -

a)R.C.C. Girders

Quantity19.55

Rate-

Amount 81210

b)Deck Slab

Quantity6.37

Rate-

Amount 81210

Construction of RCC railing of M30 Grade in situ with 20 mm nominal size aggregate, true to line and grade tolurence of vertical rcc post not to Exceed 1 in 500 complete as per as technical specifications

Quantity40

Rate-

Amount 2873

Supplying, fixing & fitting in position true to line and level elastomeric bearings conforming to IRC 83(part-ii) section ix complete with all accessories as per drawing and technical specification.

Quantity45500

Rate-

Amount 8.1

Bridge 10 Meter (Chainage 2+213m)

Quantity-

Rate-

Amount -

Earth work in exccavation of foundation for structures complete as per drawing and Technical Specification.

Quantity-

Rate-

Amount -

i) Depth upto 3m

Quantity702

Rate-

Amount 62

ii) Depth 3m to 6m

Quantity576

Rate-

Amount 71

iii) Above 6m to 10m depth

Quantity616

Rate-

Amount 89

Back filling behind abutment, wing wall and return wall

Quantity-

Rate-

Amount -

b) Good Sandy soil free from organic materials

Quantity540

Rate-

Amount 11304

Filter medium behind abutment, wing wall and return wall complete as per drawing and Technical specification

Quantity288

Rate-

Amount 3042

Pitching on slopes complete as per drawing and Technical

Quantity-

Rate-

Amount -

a) Stone

Quantity43.2

Rate-

Amount 4367

Placing gabions on abutment location on slope

Quantity200

Rate-

Amount 7305

Cement concrete for plain concrete/reinforced concrete in open foundation i/c cost of formwork as per drawing & Technical Spefication i/c cost of formwork

Quantity-

Rate-

Amount -

a)Foundation for Footing (M35)

Quantity126

Rate-

Amount 15391

i)Abutment M35m

Quantity176

Rate-

Amount 16188

b) Retaining walls return walls M 30

Quantity45

Rate-

Amount 16188

c) R.C.C. Ginders M 40

Quantity36

Rate-

Amount 21077

d) Deck Slab M 40

Quantity24

Rate-

Amount 21077

e) P.C.C. (M 15) in footing and foundation

Quantity12

Rate-

Amount 12598

HYSD bar reinforment in sub structure complete as per drawing and technical specification

Quantity-

Rate-

Amount -

a)Foundation footing M 35

Quantity9.667

Rate-

Amount 79515

b) Abutment M 35

Quantity5.667

Rate-

Amount 79515

c)Retaining walls, return walls M 30

Quantity2.667

Rate-

Amount 79515

HYSD bar reinforcement in sub stucture

Quantity-

Rate-

Amount -

a)R.C.C. Girders

Quantity5.333

Rate-

Amount 81210

b)Deck Slab

Quantity4

Rate-

Amount 81210

Quantity20

Rate-

Amount 2873

Bridge 10 Meter (Chainage 9+610 m)

Quantity-

Rate-

Amount -

Earth work in exccavation of foundation for structures complete as per drawing and Technical Specification.

Quantity-

Rate-

Amount -

i) Depth upto 3m

Quantity702

Rate-

Amount 62

ii) Depth 3m to 6m

Quantity576

Rate-

Amount 71

iii) Above 6m to 10m depth

Quantity616

Rate-

Amount 89

Back filling behind abutment, wing wall and return wall

Quantity-

Rate-

Amount -

b) Good Sandy soil free from organic materials

Quantity540

Rate-

Amount 11304

Filter medium behind abutment, wing wall and return wall complete as per drawing and Technical specification

Quantity288

Rate-

Amount 3042

Pitching on slopes complete as per drawing and Technical

Quantity-

Rate-

Amount -

a) Stone

Quantity43.2

Rate-

Amount 4367

Placing gabions on abutment location on slope

Quantity200

Rate-

Amount 7305

Cement concrete for plain concrete/reinforced concrete in open foundation i/c cost of formwork as per drawing & Technical Spefication i/c cost of formwork

Quantity-

Rate-

Amount -

a)Foundation for Footing (M35)

Quantity126

Rate-

Amount 15391

i)Abutment M35m

Quantity176

Rate-

Amount 16188

b) Retaining walls return walls M 30

Quantity45

Rate-

Amount 16188

c) R.C.C. Ginders M 40

Quantity36

Rate-

Amount 21077

d) Deck Slab M 40

Quantity24

Rate-

Amount 21077

e) P.C.C. (M 15) in footing and foundation

Quantity12

Rate-

Amount 12598

HYSD bar reinforment in sub structure complete as per drawing and technical specification

Quantity-

Rate-

Amount -

a)Foundation footing M 35

Quantity9.667

Rate-

Amount 79515

b) Abutment M 35

Quantity5.667

Rate-

Amount 79515

c)Retaining walls, return walls M 30

Quantity2.667

Rate-

Amount 79515

HYSD bar reinforcement in sub stucture

Quantity-

Rate-

Amount -

a)R.C.C. Girders

Quantity5.333

Rate-

Amount 81210

b)Deck Slab

Quantity4

Rate-

Amount 81210

Quantity20

Rate-

Amount 2873

Bridge 10 Meter (Chainage 20+990m)

Quantity-

Rate-

Amount -

Earth work in exccavation of foundation for structures complete as per drawing and Technical Specification.

Quantity-

Rate-

Amount -

i) Depth upto 3m

Quantity702

Rate-

Amount 62

ii) Depth 3m to 6m

Quantity576

Rate-

Amount 71

iii) Above 6m to 10m depth

Quantity616

Rate-

Amount 89

Back filling behind abutment, wing wall and return wall

Quantity-

Rate-

Amount -

b) Good Sandy soil free from organic materials

Quantity540

Rate-

Amount 11304

Filter medium behind abutment, wing wall and return wall complete as per drawing and Technical specification

Quantity288

Rate-

Amount 3042

Pitching on slopes complete as per drawing and Technical

Quantity-

Rate-

Amount -

a) Stone

Quantity43.2

Rate-

Amount 4367

Placing gabions on abutment location on slope

Quantity200

Rate-

Amount 7305

Cement concrete for plain concrete/reinforced concrete in open foundation i/c cost of formwork as per drawing & Technical Spefication i/c cost of formwork

Quantity-

Rate-

Amount -

a)Foundation for Footing (M35)

Quantity126

Rate-

Amount 15391

i)Abutment M35m

Quantity176

Rate-

Amount 16188

b) Retaining walls return walls M 30

Quantity45

Rate-

Amount 16188

c) R.C.C. Ginders M 40

Quantity36

Rate-

Amount 21077

d) Deck Slab M 40

Quantity24

Rate-

Amount 21077

e) P.C.C. (M 15) in footing and foundation

Quantity12

Rate-

Amount 12598

HYSD bar reinforment in sub structure complete as per drawing and technical specification

Quantity-

Rate-

Amount -

a)Foundation footing M 35

Quantity9.667

Rate-

Amount 79515

b) Abutment M 35

Quantity5.667

Rate-

Amount 79515

c)Retaining walls, return walls M 30

Quantity2.667

Rate-

Amount 79515

HYSD bar reinforcement in sub stucture

Quantity-

Rate-

Amount -

a)R.C.C. Girders

Quantity5.333

Rate-

Amount 81210

b)Deck Slab

Quantity4

Rate-

Amount 81210

Quantity20

Rate-

Amount 2873

SURFACE DRAINS

Quantity-

Rate-

Amount -

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.

Quantity-

Rate-

Amount -

Ordinary soil

Quantity-

Rate-

Amount -

Manual Means (Depth upto 3 m)

Quantity4000

Rate-

Amount 50

Plain cement concrete M-20 mix with stone aggregates 20mm. nominal size mechanically mixed and vibrated in foundation upto depth of 1.5m. below ground / bed level and or

Quantity1480

Rate-

Amount 13968

Surface drains in soil(Construction of unlined surface drains of average cross sectional area .40sqm in soil to specified lines grades, levels and dimensions to the requirement of clause 301 and 309.

Quantity43582

Rate-

Amount 106

BOX CULVERT

Quantity-

Rate-

Amount -

Construction Single Cell, Double Cell & Triple Cell Box Culvert

Quantity-

Rate-

Amount -

Ordinary soil

Quantity-

Rate-

Amount -

Mechanical Means (Depth upto 3 m)

Quantity787.5

Rate-

Amount 62

Plain cement concrete M-15 mix with stone aggregates 20mm. nominal size mechanically mixed and vibrated in foundation upto depth of 1.5m. below ground / bed level and or 1.5m. above ground/bed level i/c formwork.

Quantity396.57

Rate-

Amount 12598

Reinforced cement concrete M-20 mix with stone aggrt. 20mm. nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering & laid in position.

Quantity514.7

Rate-

Amount 14386

Steel reinforcement for R.C.C. works including bending, binding and placing in position.

Quantity-

Rate-

Amount -

HYSD Bars

Quantity32.01

Rate-

Amount 79515

Providing Traffic Sign Board & Road Mark

Quantity-

Rate-

Amount -

Kilo Metre stone (Reinforced cement concrete M15 Grade kilometre stone of standard design as per IRC 8-1980, Fixing in position including painting and printing etc)

Quantity-

Rate-

Amount -

5th km stone(Precast )

Quantity10

Rate-

Amount 7102

Ordinary kilometre stone(Precast)

Quantity52

Rate-

Amount 4454

Hectometer Stone(Precast)

Quantity8

Rate-

Amount 1068

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing

Quantity-

Rate-

Amount -

60 cm equilateral triangle

Quantity50

Rate-

Amount 6620

60 cm circular

Quantity50

Rate-

Amount 9091

60cm x 45cm rectangular

Quantity346.67

Rate-

Amount 8838

Paintaing lines, Dashes, Arrow etc on Roads in two coats on New Work( Painting Lines, Dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming ti IS:164 on Bituminous surface, including cleaning the surface of all dirt and other foreign matter, demarcation at site and traffic control

Quantity5200

Rate-

Amount 276

Type -A "W" : Metal Beam crash barrier (providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150x75x5 mm spaced 2m 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 space of channel section 150x75x5 mm, 330 mm long complete as per clause 810

Quantity1600

Rate-

Amount 4829

Protection Works

Quantity-

Rate-

Amount -

RR Breast wall - (2.1 m Height)

Quantity-

Rate-

Amount -

Quantity2345.826

Rate-

Amount 62

Providing and laying in position Plain Cement Concrete of Grade M 15 in breast wall all complete as per drawings and Technical Specifications Sections 1500, 1700 and 2100..

Quantity704.475

Rate-

Amount 12598

Providing Stone Masonary (Stone Masonary work in cement mortar 1:3 in foundation complete as drawing and Technical Specification)

Quantity1865.42

Rate-

Amount 11557

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications

Quantity2020

Rate-

Amount 860

Providing and laying filter media behind breast wall, wing wall, retaining wall and return wall complete as per drawings and Technical Specifications Section 305 and 2500.

Quantity1272.6

Rate-

Amount 3042

RR Retaining wall (3 m - Height)

Quantity-

Rate-

Amount -

Quantity1971.2

Rate-

Amount 62

Providing and laying in position Plain Cement Concrete of Grade M 15 in leveling course below foundations complete as per drawings and Technical Specifications Sections 1500, 1700 and 2100.

Quantity590.4

Rate-

Amount 12598

Providing Stone Masonary (Stone Masonary work in cement mortar 1:3 in foundation complete as drawing and Technical Specification)

Quantity2256

Rate-

Amount 11557

Providing and laying in position Plain Cement Concrete grade M20 in wing wall, head wall, parapet wall and return wall all complete as per drawings and Technical Specifications Sections 1500, 1700, 2100 and 2200.

Quantity211.2

Rate-

Amount 13968

Quantity1280

Rate-

Amount 860

Providing and laying filter media behind breast wall, wing wall, retaining wall and return wall complete as per drawings and Technical Specifications Section 305 and 2500.

Quantity1152

Rate-

Amount 3042

Pipe Culverts

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

For Head wall

Quantity2898

Rate-

Amount 62

For Pipe

Quantity1173

Rate-

Amount 62

Providing and laying in position Plain Cement Concrete of Grade M 15 in leveling course below foundations, approach slabs, return wall, wing wall, curtain wall and including protection works at U/S and D/S all complete as per drawings and Technical Specifications Sections 1500, 1700 and 2700.

Quantity-

Rate-

Amount -

For Head wall

Quantity378

Rate-

Amount 12598

For Pipe

Quantity105.23

Rate-

Amount 12598

Providing and laying in position Plain Cement Concrete of Grade M 20 in Head wall all complete as per drawings and Technical Specifications Sections 1500, 1700 and 2100.

Quantity3302.84

Rate-

Amount 14774

Providing and laying in position Plain Cement Concrete of Grade M 20 in Catch Pit all complete as per drawings and Technical Specifications.

Quantity96.6

Rate-

Amount 14774

Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP2/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )

Quantity1250

Rate-

Amount 17194

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

Quantity-

Rate-

Amount -

300mm thick dry stone pitching on slope

Quantity4528.67

Rate-

Amount 4367

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

Quantity2264.33

Rate-

Amount 3273

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

Quantity-

Rate-

Amount -

300mm thick dry stone pitching for Apron

Quantity662.63

Rate-

Amount 4367

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