Public Works Department Tender

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Public Works Department - PWD Tender

Eprocure
Opening Date4 Aug 2018
Closing Date18 Aug 2018
Tender Amount₹ 29,13,46,700 
Notes
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[SH: FORMATION CUTTING [5.520 Km] & WIDENING - 0.480 Km]

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Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)

34413.83

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Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.)

30972.45

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Excavation in Hard Rock (blasting prohibited) (Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) A) Mechanised

3441.38

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[SH: EMBANKMENT CONSTRUCTION - [6.000 Km]

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Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)

29543.96

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[SH: RCC Slab Culvert 2.00m Span - 11 Nos, 4.00m Span - 4 Nos. & 6.00m Span - 1 No.]

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Excavation for Structures (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 and backfilling with approved material.) A) Ordinary soil i) Manual Means a) Depth upto 3 m

3145.93

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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

456.83

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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications A) PCC Grade M15 i) Height upto 5m

84.83

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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. a) Coursed rubble masonry (first sort )

1920.38

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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.

448

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A) Granular material

621.82

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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. A) RCC Grade M20 I) Using Concrete Mixer a) Height upto 5m

142.06

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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.

17.53

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15 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall.

91.88

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[SH: Retaining Wall - 200.00 Mtr & Breast Wall - 160.00 Mtr]

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Excavation for Structures (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 and backfilling with approved material.) A) Ordinary rock (not requiring blasting) i) Manual Means a) Depth upto 3 m

1077.56

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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

125.7

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Stone masonry work in cement mortar 1:3 for sub-structure complete as per drawing and Technical Specification a) Random Rubble Masonry

1666.2

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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

360

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material

238.75

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15 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall.

180

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[SH: Granular Sub-Base Grd.-I - 11.840 Km]

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Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)

50349.6

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Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.

50349.6

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Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401) a) for grading- I Materials

10069.92

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[SH: Wet Mix Mecadam - 11.840 Km]

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Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)

11655

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[SH: Black Topping with DBM & BM - 12.000 Km]

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Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means (Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. )

47250

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Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)

47250

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Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom)

47250

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Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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. 507 complete in all respects.) a) for Grading I ( 40 mm nominal size )

2362.5

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Bituminous Concrete (Providing and laying bituminous concrete wiith 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.4 to 5.6% of mixed and filler, transporting the hot mix to work site, laying with a hydro static 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). a) for Grading I ( 13 mm nominal size )

1181.25

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[SH: CC DRAIN - 6.460 Km]

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Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.

3706.43

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Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.

549.1

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Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth

1292

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Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete.

13436.8

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12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).

10788.2

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Neat Cement Punning

10788.2

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[SH: Bridges - 2 Nos (double lane without footpath).

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Construction of bridge double lane without footpath over river Charju at Ch. 1.050 Km on Turn Key basis including Sub-Soil Invsetigation & Dsign and Development of detailed drawings, Bill of Quantiities, Clearamce of site, foundation, Abutments, Wing wall/Reurn wall, RCC deck slab over Steel girders fixed on suitable bearings, Approach Slabs, Wearing coat, Hand Rails, Expansion Joints, Drainage spouts, Fixing of necessary light posts, Water mains, Utilities, Road signs etc complete. Provisions like Approach road upto BT, Protection walls, Road markings, Mandatory sign boards etc., sholud also be carried out. Rectification of defects during defect liability period , all aspects of quality assuarnce, Submission of "As Built" drawings and other related documents, other items of work as may be required to be carried out for completiing the works in accordnace with design and drawings duly approved by the competent authority of the department and provisions of the contract to ensure safety & handing over the works on completion to be done as per the direction of the Engineer-in Charge.

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Construction of bridge double lane without footpath over river Namchu at Ch. 5.090 Km on Turn Key basis including Sub-Soil Investigation & Design and Development of detailed drawings, Bill of Quantities, Clearance of site, foundation, Abutments, Wing wall/Return wall, RCC deck slab over Steel girders fixed on suitable bearings, Approach Slabs, Wearing coat, Hand Rails, Expansion Joints, Drainage spouts, Fixing of necessary light posts, Water mains, Utilities, Road signs etc complete. Provisions like Approach road upto BT, Protection walls, Road markings, Mandatory sign boards etc., should also be carried out. Rectification of defects during defect liability period , all aspects of quality assurance, Submission of "As Built" drawings and other related documents, other items of work as may be required to be carried out for completing the works in accordance with design and drawings duly approved by the competent authority of the department and provisions of the contract to ensure safety & handing over the works on completion to be done as per the direction of the Engineer-in Charge.

1

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[SH: Sign Board, Km Stone & Road safety items]

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Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing).

2.16

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Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)

23.22

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Painting Lines, Dashes, Arrows 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 to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control)

3557.4

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Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) a) 5th kilometre stone (precast)

3

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b) Ordinary Kilometer stone (Precast)

13

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Metal Beam Crash Barrier (Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m 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 spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)

40

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Lighting on Bridges (Providing and fixing lighting on bridges, mounted on steel hollow circular poles of standard specifications, 5 m high fixed on parapets with cement concrete, 20 m apart and fitted with sodium vapour lamp)

8

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Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973)

1168

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