Public Works Department Tender

View complete overview of Daman & Diu PWD Tender

Public Works Department - PWD Tender

Civil And Construction
Civil Works Roads
Eprocure
Opening Date23 May 2020
Closing Date9 Jun 2020
Tender Amount₹ 44,86,63,771 
Notes
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Costs

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Daman & Diu

BOQ Items

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DO_NOT_SHOW

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Earthwork in cuting in all sorts of soil and soft murrum including conveying and spreading the stuff, embankment as and where directed from the end of the cutting with all required lead and lift. (A) All types of Soil

13260

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-

... More
Construction of Subgrade (Construction of subgrade 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) - Minimum effective CBR 5 shall be attained in complete length by using stabilization or by using earth with 6 or more CBR value.

6462.5

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-

... More
Plant Mix Method (Construction of granular sub-base by providing close graded Crused Stone Aggregate , mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - Grading II 1st & 2nd Layer

2326.5

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-

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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. WMM 1st Layer & 2nd Layer

3231.25

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-

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Providing, Applying, Evenly Priming Tack Coat on WMM surface with Emulsion SS1 @ 9 Kg / 10 Sqm including cost asphalt, heating and the cost of spraying uniformly complete as directed

16775

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-

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Providing and Laying compacted 70mm thick dense graded bituminious macadam (DBM) Grade-2 in single layer using 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour, tack coat at the rate of 2.5 Kg / 10 m2 in each using crushed aggregates of specified grading premixed with bituminious content @ 4.5% (VG-40) by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control with minimum road width or as directed by Engineer in charge to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification etc complete in all respects. The agency shall have to get the mix design done from approved laboratory and submit to the Engineer in charge for Approval. If the asphalt (bituminious) content is more than above, the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible field density achieved on the ite instead of density derieved in the mix design. (Assume density = 2.45 gms / cm3)

2876.91

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Providing and Laying Bituminious Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour capacity using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 to 5.4% (VG-40) 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

4012.8

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Dismantaling of Lighting Pole

200

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Dismantaling of Electric Pole

150

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PART II : MEASUREMENT FOR ROAD FURNITURE Providing and laying of Hot applied Thermoplastic compound 2.5 mm thick including Reflectorising Glass Beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC : 35 & finished surface to be level, uniform and free from streaks and holes. (As per Government letter No.SOR 102003/94/S-1/ Dated.20-7-2004)

1602

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Traffic Sign Retro- reflectorised Traffic signs (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)-Hi intensity Grade 90 cm equilateral triangle

4

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90 cm high octagon

1

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-

10

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Supplying and Fixing Cat Eye (Stimsonite) made out of Acrilo beautile sterine injection high compressed moulding with reflector made out of MMC (Prismatic type size 12cm X 6cm X 2.5cm) provided with the bitumenous adhesive 100g with each unit for fixing (Engineer Grade)

534

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Precast Stone 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) 5th kilometre stone (precast)

2

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Ordinary Kilometer stone (Precast)

4

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Hectometer stone (Precast)

24

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PART III : Structure Quantity Earthwork in excavation of foundation for structures complete with all leads and lifts as per drawing and Technical Specification Clause 304.

882.48

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Back filling behind abutments, wing walls/ retaining walls and return walls with selected granular material of approved quality complete as per drawing and Technical Specification Clause 304 and 305.

304.47

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Providing and laying of Filter media of Stone aggregate conforming to Technical Specifications Clause 2504.2.2 behind abutment, wing wall, retaining wall and return walls, complete as per drawing and Technical Specifications Clause 305 & 2504

66

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Provdiing and laying Plain cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with PCC M-15 grade in leveling course

66.84

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Providing and laying Reinforced cement concrete for box / slab culverts in superstructure excluding cost of steel complete as per drawing and Technical Specifications Sections 1500, 1700 and 2300

330.3

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Providing, cutting, bending and fixing in position of TMT bar reinforcement of grade Fe 500 in reinforced concrete structures complete as per drawing and Technical Specifications Section 1600 Box/Slab Culverts

26.42

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Providing and laying Plain Cement concrete M-15 grade leveling course below approach slab as per drawings and Technical Specification Section 1500&1700

19.8

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Providing and laying Reinforced Cement Concrete M-30 grade for approach slabs including cost of reinforcement complete as per Drawings and Technical Specifications Section 1500, 1600, 1700 and Clause 2704.

57.75

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Reinforced Cement Concrete Crash Barrier Grade M 40 including reinforcement complete as per drawing and Technical Specifications Section 1500, 1600, 1700 , 2200 and Clause 809.

27.75

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Providing and fixing Weep holes in abutments, wing walls and return walls complete as per drawing and Technical Specification Clause 2706.

20

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Providing and laying filter material underneath stone pitching in slopes complete as per drawing and Technical Specification Section 2500.

21.16

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Providing and laying stone pitching in slopes complete as per drawing and Technical Specifications Section 2500.

42.31

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Providing Rigid Apron ambeded in 300mm thick stone with M 15 Grade Concrete complete as per Drawings and Technical Specifications Clause.

72

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Providing and laying M15 grade Plain Cement Concrete with 20mm down graded crushed stone aggregate for Curtain Wall at upstream and downstream of structures including all labour, materials, machinery, transporting of concrete from batching plant by transit mixer, placing it in position, compacting with needle vibrator, moist curing, all leads and lifts, etc. complete as per drawing, Technical Specification Section 1500,1700 and as directed by the Engineer

135.36

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Providing and laying flexible apron in the upstream and downstream of structure for protection against scour with stone boulders weighing not less than 40 kg each including all labour , materials, machinery, all leads and lifts, compacting to the satisfaction of the Engineer etc. complete as per drawing, Technical Specification Section 2500 and as directed by the Engineer .

312.19

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Retaining wall 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 etc. and as per relevant clauses of section 300 & 2100 in

352.43

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Provdiing and laying Plain cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with P.C.C. M-15 grade in leveling course

20.66

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Providing and laying Reinforced cement concrete in Retaining Wall of complete section as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2200 in M - 30 grade Concrete

104.07

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Supplying, fitting and placing un-coated HYSD bar reinforcement in Retaining Wall complete as per drawing and technical specifications and as per relevant clauses of sections 1600.

8.33

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Painting of Bridge No. and span arrangement on bridge ends including all labour, materials, all leads and lifts etc. complete as per drawing, Technical Specifications Section 800 and as directed by the Engineer.

54

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Providing and fixing marker posts to burried culverts including painting and lettering of the details, all labour, materials, all leads and lifts etc., complete as per drawing laid in IRC7-1971 and as directed by the Engineer. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres

54

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Cement Concrete Grade M-15 & M-20

230.52

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Prestressed / Reinforced cement concrete grade M-20 & above

537.81

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PART V : MEASUREMENT FOR DRAINAGE WORKS Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. Existing Drain. (NH Bharuch SOR 2015-16 Chpt-2 Sr. No. 2.4(ii), Page No. 16)

4950

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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 etc. and as per relevant clauses of section 300 & 2100 in (NH SOR 2015-16 Chpt-12 Sr. No. 12.1 B (i) Page No. 52)

2560

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Providing and filling in foundation & plinth with Rubble filling in layer of 20 cm thickness including watering, ramming and consolidating etc. comp.

2560

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Providing and laying Plain Cement concrete M-15 grade leveling course below approach slab as per drawings and Technical Specification Section 1500&1700

1280

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Supplying and fixing of factory made Precast FT-Flume for Utility trench units of 2000mm length , top in to in width 1200 mm, in to in height of 1500 mm etc. product should be confirming to Indian Standard requirements, having live load on wall sides T-25 i.e. 1T/M2 made by using advanced precast technology having High Performance self compacting concrete of M-40 cylinder strength /M-50 cube strength and using FE500D reinforcement bar. The product shall have tie shape groove of 12-18 mm width x 16mm depth as per IS on both sides of each precast unit product for jointing two precast units using cement mortar or suitable non shrink grout. The product should have flange coupling jointing arrangement, one each at bottom & both the side walls, at appropriate location for shear connection between tow products for utility trench intake inside sloping site of about 42mm (H) x 200mm (W) should be provided on one of the wall at about 1n C/C along the road side face of the product. Provision of drainage hole (200mm dia RCC pipes as per design and drawing should be made in the product for avoiding buoyancy and releasing the pressure of the surrounding water in case of intensively heavy rain fall areas. The precast FT-Flume should have special provisions at appropriate location for mechanical installation, including supply transportation, on specific location at site in line, level, gradient and plumb with necessary testing commissioning etc. complete as per instruction of engineer in charge, size for 1200mm x 1500m.

6400

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Providing and laying factory made precast chamber Lid having size of 1000mm x 1400mm x 100 mm thick, suitable for placing on FT-Flume 1200 mm (W), T-4 load carrying capacity (pedestal load) confirming to Indian standard having High performance self compacting concrete of M-40 cylinder strength / M-50 cube strength and having anti-skid finish at top with specially designed lifting insert of appropriate load carrying capacity and fixed at specific location to avoid the tiling of the lid for safe and faster installation. The Fe 500D shall be used for reinforcement. The precast Lid must consist special arrangement at appropriate location for mechanical installation including supply transportation at site in line, level gradient and plumb with necessary testing commissioning etc. complete as per instruction of engineer in charge.

6400

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Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering. (GSR: 4006)

4800

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Strengthening and Widening of Zari Causeway to Bhim Talav and Bhim Talav to Bhamti (Ch. 00/000 to 04/540) Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and

2.18

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Milling of Bituminous Course

37080

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Earthwork in cuting in all sorts of soil and soft murrum including conveying and spreading the stuff, embankment as and where directed from the end of the cutting with all required lead and lift. (A) All types of Soil

23753.6

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Construction of Subgrade (Construction of subgrade 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) - Minimum effective CBR 5 shall be attained in complete length by using stabilization or by using earth with 7 or more CBR value.

11525

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Plant Mix Method (Construction of granular sub-base by providing close graded crushed stone aggregate, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - Grading II 1st & 2nd Layer

4149

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-

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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. WMM 1st Layer & 2nd Layer

5762.5

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-

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Providing, Applying, Evenly Priming Tack Coat on WMM surface with Emulsion SS1 @ 9 Kg / 10 Sqm including cost asphalt, heating and the cost of spraying uniformly complete as directed

26450

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-

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Providing and Laying compacted 50mm thick dense graded bituminious macadam (DBM) Grade-2 in single layer using 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour, tack coat at the rate of 2.5 Kg / 10 m2 in each using crushed aggregates of specified grading premixed with bituminious content @ 4.5% (VG-40) by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control with minimum road width or as directed by Engineer in charge to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification etc complete in all respects. The agency shall have to get the mix design done from approved laboratory and submit to the Engineer in charge for Approval. If the asphalt (bituminious) content is more than above, the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible field density achieved on the ite instead of density derieved in the mix design. (Assume density = 2.45 gms / cm3)

10117.52

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Providing and Laying Bituminious Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour capacity using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 to 5.4% (VG-40)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

6177.6

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PART II : MEASUREMENT FOR DRAINAGE Excavation for Structures

7056

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PCC Levelling Course

499.8

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RCC for Raft

661.5

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RCC for Wall

661.5

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RCC top slab

661.5

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HYSD Bar

119.07

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-

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Weep Hole

1470

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Grating at SR and MCW

294

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PART III : MEASUREMENT FOR ROAD FURNITURE Providing and laying of Hot applied Thermoplastic compound 2.5 mm thick including Reflectorising Glass Beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC : 35 & finished surface to be level, uniform and free from streaks and holes. (As per Government letter No.SOR 102003/94/S-1/ Dated.20-7-2004)

2367

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-

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Traffic Sign Retro- reflectorised Traffic signs (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)-Hi intensity Grade 90 cm equilateral triangle

21

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-

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60 cm equilateral triangle

16

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-

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60 cm circular

8

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-

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90 cm high octagon

3

-

-

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BOLLARD/HM

7

-

-

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150 x 90 cm Advance Direction

13

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-

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FLAG TYPE AD

18

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-

38

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-

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Supplying and Fixing Cat Eye (Stimsonite) made out of Acrilo beautile sterine injection high compressed moulding with reflector made out of MMC (Prismatic type size 12cm X 6cm X 2.5cm) provided with the bitumenous adhesive 100g with each unit for fixing (Engineer Grade)

790

-

-

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Precast Stone 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) 5th kilometre stone (precast)

2

-

-

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Ordinary Kilometer stone (Precast)

10

-

-

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Hectometer stone (Precast)

34

-

-

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PART IV : ABSTRACT FOR STRUCTURE WORKS 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 etc. and as per relevant clauses of section 300 & 2100 in

1059.38

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Providing Back filling behind abutment, wing wall and return wall with Granular Material complete as per drawing and Technical specification and as per relevant clauses 305 of specifications

12.86

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-

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Provdiing and laying Plain cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with . P.C.C. M-15 grade in leveling course

276.84

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-

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RCC M - 30 grade in foundation

84.83

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-

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Providing and laying Reinforced cement concrete in sub-structure of complete section as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2200 in

94.87

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-

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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of sections 1600.

8.48

-

-

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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications and as per relevant clauses of sections 1600.

13.6

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-

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Providing and laying Reinforced cement concrete in super-structure as per drawing and Technical Specification and as per relevant clauses of sections 1500, 1700 and 2300 in RCC Deck Grade M-30

17.25

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-

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Providing and laying Reinforced cement concrete in super-structure as per drawing and Technical Specification and as per relevant clauses of sections 1500, 1700 and 2300 in M- 30 Grade Approach Slab

14.7

-

-

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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications as per relevant clauses of section 1600 of specifications.

1.72

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-

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Providing Drainage Spouts complete as per drawing and Technical specification and as per clause 2705 of specifications.

10

-

-

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Reinforced cement concrete Crash Barrier (M-40 Grade) complete as per drawing and Technical Specification Sections 1500, 1600, 1700, 2700 and 809 and Clause 2703

18.2

-

-

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Providing and laying of a Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

14.08

-

-

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Weep Holes

90

-

-

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Retaining Wall Excavation

160

-

-

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PCC M 15 Grade Concrete Levelling Courrse

4.03

-

-

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M 30 Grade Concrete

68.54

-

-

5.48

-

-

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Concrete Crash Barrier M 40 Grade Concrete

16.8

-

-

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Providing and laying filter material underneath stone pitching in slopes complete as per drawing and Technical Specification Section 2500.

332.22

-

-

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Providing and laying stone pitching in slopes complete as per drawing and Technical Specifications Section 2500.

154.76

-

-

... More
Providing Rigid Apron ambeded in 300mm thick stone with M 15 Grade Concrete complete as per Drawings and Technical Specifications Clause.

81.23

-

-

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Painting of Bridge No. and span arrangement on bridge ends including all labour, materials, all leads and lifts etc. complete as per drawing, Technical Specifications Section 800 and as directed by the Engineer.

19

-

-

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Above 600 mm to 900 mm dia

247

-

-

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20

55.41

-

-

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Prestressed / Reinforced cement concrete grade M-20 & above

285.72

-

-

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Providing, laying and jointing NP-4 (as per IS:458-2003) Pipes for culverts, complete as per drawing and Technical Specifications Section 2900 and IRC : SP No.13 - 1998. a) H.P NP-4, 900 mm Dia

256.5

-

-

... More
Strengthening and Widening of Kachigam char rasta to Zari Kachigam Bridge (Ch. 00/000 to 01/475) PART I : PART I : ABSTRACT FOR ROAD WORKS, ROAD FURNITURE, RETAINING WALL & STONE MASONRY WALL Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and

2.28

-

-

... More
Milling of Bituminous Course

9687.5

-

-

... More
Earthwork in cuting in all sorts of soil and soft murrum including conveying and spreading the stuff, embankment as and where directed from the end of the cutting with all required lead and lift. (A) All types of Soil

24405.94

-

-

... More
Construction of Subgrade (Construction of subgrade 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) - Minimum effective CBR 5 shall be attained in complete length by using stabilization or by using earth with 6 or more CBR value.

11393.75

-

-

... More
Plant Mix Method (Construction of granular sub-base by providing close graded crushed stone aggregate, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - Grading II 1st & 2nd Layer

4557.5

-

-

... More
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. WMM 1st Layer & 2nd Layer

5696.88

-

-

... More
Providing, Applying, Evenly Priming Tack Coat on WMM surface with Emulsion SS1 @ 9 Kg / 10 Sqm including cost asphalt, heating and the cost of spraying uniformly complete as directed

23837.5

-

-

... More
Providing and Laying compacted 70mm thick dense graded bituminious macadam (DBM) Grade-2 in single layer using 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour, tack coat at the rate of 2.5 Kg / 10 m2 in each using crushed aggregates of specified grading premixed with bituminious content @ 4.5% (VG-40) by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control with minimum road width or as directed by Engineer in charge to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification etc complete in all respects. The agency shall have to get the mix design done from approved laboratory and submit to the Engineer in charge for Approval. If the asphalt (bituminious) content is more than above, the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible field density achieved on the ite instead of density derieved in the mix design. (Assume density = 2.45 gms / cm3)

7651.72

-

-

... More
Providing and Laying Bituminious Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour capacity using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 to 5.4% (VG-40) 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

3502.8

-

-

... More
Earthwork in filling of median / island area with selected earth complete as per Technical Specification Clause 407 with all leads and lifts.

752.25

-

-

... More
PART II : MEASUREMENT FOR DRAINAGE Excavation for Structures

5559

-

-

... More
PCC Levelling Course

277.95

-

-

... More
RCC for Raft

490.5

-

-

... More
RCC for Wall

735.75

-

-

... More
RCC top slab

490.5

-

-

... More
HYSD Bar

103.01

-

-

... More
Weep Hole

817.5

-

-

... More
Grating MCW

163.5

-

-

... More
PART II : MEASUREMENT FOR ROAD FURNITURE Providing and laying of Hot applied Thermoplastic compound 2.5 mm thick including Reflectorising Glass Beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC : 35 & finished surface to be level, uniform and free from streaks and holes. (As per Government letter No.SOR 102003/94/S-1/ Dated.20-7-2004)

1235.25

-

-

... More
Traffic Sign Retro- reflectorised Traffic signs (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)-Hi intensity Grade 90 cm equilateral triangle

7

-

-

... More
60 cm equilateral triangle

4

-

-

... More
60 cm circular

3

-

-

... More
80 x 60 cm Rectangular

2

-

-

... More
90 cm high octagon

1

-

-

... More
BOLLARD/HM

10

-

-

... More
150 x 90 cm Advance Direction

7

-

-

... More
FLAG TYPE AD

10

-

-

8

-

-

... More
Supplying and Fixing Cat Eye (Stimsonite) made out of Acrilo beautile sterine injection high compressed moulding with reflector made out of MMC (Prismatic type size 12cm X 6cm X 2.5cm) provided with the bitumenous adhesive 100g with each unit for fixing (Engineer Grade)

421

-

-

... More
Ordinary Kilometer stone (Precast)

2

-

-

... More
Hectometer stone (Precast)

6

-

-

... More
Cement Concrete Kerb with Channel Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) - Using Concrete Batching and Mixing Plant

1700

-

-

... More
Kerb Painting Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)

510

-

-

... More
PART IV : ABSTRACT FOR STRUCTURE WORKS Earthwork in excavation of foundation for structures complete with all leads and lifts as per drawing and Technical Specification Clause 304. In Ordinary Soil

60.87

-

-

... More
Providing and laying M15 grade Plain Cement Concrete with 20mm down graded crushed stone aggregate for Head Wall, Wing Wall, Cradle of structures including all labour, materials, machinery, transporting of concrete from batching plant by transit mixer, placing it in position, compacting with needle vibrator, moist curing, all leads and lifts, etc. complete as per drawing, Technical Specification Section 1500,1700 and as directed by the Engineer

2.63

-

-

... More
Providing, laying and jointing NP-4 (as per IS:458-2003) Pipes for culverts, complete as per drawing and Technical Specifications Section 2900 and IRC : SP No.13 - 1998. a) H.P NP-4, 900 mm Dia

22.5

-

-

... More
Providing and laying filter material underneath stone pitching in slopes complete as per drawing and Technical Specification Section 2500.

17.07

-

-

... More
Providing and laying stone pitching in slopes complete as per drawing and Technical Specifications Section 2500.

4.56

-

-

... More
Painting of Bridge No. and span arrangement on bridge ends including all labour, materials, all leads and lifts etc. complete as per drawing, Technical Specifications Section 800 and as directed by the Engineer.

1

-

-

... More
Providing and laying RCC for encasing Slab complete as per drawing and as directed by the Engineer.

8.5

-

-

... More
Providing and laying HYSD Bars for encasing Slab complete as per drawing and as directed by the Engineer.

0.21

-

-

... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20

25.47

-

-

... More
Prestressed / Reinforced cement concrete grade M-20 & above

4.68

-

-

... More
Above 600 mm to 900 mm dia

11

-

-

... More
Strengthening and Widening of Bhimpore Char Rasta to Shital Chowkdi via Moti Vankad (Ch. 00/000 to 04/550) Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and

1.14

-

-

... More
Milling of Bituminous Course

8595

-

-

... More
Earthwork in cuting in all sorts of soil and soft murrum including conveying and spreading the stuff, embankment as and where directed from the end of the cutting with all required lead and lift. (A) All types of Soil

11830

-

-

... More
Construction of Subgrade (Construction of subgrade 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) - Minimum effective CBR 5 shall be attained in complete length by using stabilization or by using earth with 6 or more CBR value.

12025

-

-

... More
Plant Mix Method (Construction of granular sub-base by providing close graded crushed stone aggregates, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - Grading II 1st & 2nd Layer

4329.18

-

-

... More
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. WMM 1st Layer & 2nd Layer

6012.75

-

-

... More
Providing, Applying, Evenly Priming Tack Coat on WMM surface with Emulsion SS1 @ 9 Kg / 10 Sqm including cost asphalt, heating and the cost of spraying uniformly complete as directed

27151

-

-

... More
Providing and Laying compacted 50mm thick dense graded bituminious macadam (DBM) Grade-2 in single layer using 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour, tack coat at the rate of 2.5 Kg / 10 m2 in each using crushed aggregates of specified grading premixed with bituminious content @ 4.5% (VG-40) by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control with minimum road width or as directed by Engineer in charge to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification etc complete in all respects. The agency shall have to get the mix design done from approved laboratory and submit to the Engineer in charge for Approval. If the asphalt (bituminious) content is more than above, the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible field density achieved on the ite instead of density derieved in the mix design. (Assume density = 2.45 gms / cm3)

9615.2

-

-

... More
Providing and Laying Bituminious Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour capacity using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 to 5.4% (VG-40) 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

6139.3

-

-

... More
PART II : MEASUREMENT FOR DRAINAGE Excavation for Structures

11342.4

-

-

... More
PCC Levelling Course

803.42

-

-

... More
RCC for Raft

1063.35

-

-

... More
RCC for Wall

1063.35

-

-

... More
RCC top slab

1063.35

-

-

... More
HYSD Bar

191.4

-

-

... More
Weep Hole

2363

-

-

... More
Grating at SR and MCW

472

-

-

... More
PART II : MEASUREMENT FOR ROAD FURNITURE Providing and laying of Hot applied Thermoplastic compound 2.5 mm thick including Reflectorising Glass Beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC : 35 & finished surface to be level, uniform and free from streaks and holes. (As per Government letter No.SOR 102003/94/S-1/ Dated.20-7-2004)

2281.5

-

-

... More
Traffic Sign Retro- reflectorised Traffic signs (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)-Hi intensity Grade 90 cm equilateral triangle

19

-

-

... More
60 cm equilateral triangle

12

-

-

... More
60 cm circular

6

-

-

... More
80 x 60 cm Rectangular

7

-

-

... More
90 cm high octagon

3

-

-

... More
60 cm high octagon

6

-

-

... More
BOLLARD/HM

11

-

-

... More
150 x 90 cm Advance Direction

17

-

-

... More
FLAG TYPE AD

24

-

-

17

-

-

... More
Supplying and Fixing Cat Eye (Stimsonite) made out of Acrilo beautile sterine injection high compressed moulding with reflector made out of MMC (Prismatic type size 12cm X 6cm X 2.5cm) provided with the bitumenous adhesive 100g with each unit for fixing (Engineer Grade)

759

-

-

... More
Precast Stone 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) 5th kilometre stone (precast)

2

-

-

... More
Ordinary Kilometer stone (Precast)

10

-

-

... More
Hectometer stone (Precast)

34

-

-

... More
PART : III ABSTRACT FOR ELECTRIC WORKS 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 etc. and as per relevant clauses of section 300 & 2100 in

439.66

-

-

... More
Providing Back filling behind abutment, wing wall and return wall with Granular Material complete as per drawing and Technical specification and as per relevant clauses 305 of specifications

113.8

-

-

... More
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification and as per relevant clauses of section 2500.

13.2

-

-

... More
Provdiing and laying Plain cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with . P.C.C. M-15 grade in leveling course

107.67

-

-

... More
RCC M - 25 grade in encasing slab

23.38

-

-

... More
Providing and laying Reinforced cement concrete in sub-structure of complete section as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2200 in

91.04

-

-

... More
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications and as per relevant clauses of sections 1600.

6.94

-

-

... More
Reinforced cement concrete Crash Barrier (M-40 Grade) complete as per drawing and Technical Specification Sections 1500, 1600, 1700, 2700 and 809 and Clause 2703

20

-

-

... More
Weep Holes

6

-

-

... More
Retaining Wall Excavation

72.15

-

-

... More
PCC M 15 Grade Concrete Levelling Courrse

4.26

-

-

... More
M 30 Grade Concrete

21.74

-

-

... More
Concrete Crash Barrier M 40 Grade Concrete

20

-

-

... More
Providing and laying filter material underneath stone pitching in slopes complete as per drawing and Technical Specification Section 2500.

15.93

-

-

... More
Providing and laying stone pitching in slopes complete as per drawing and Technical Specifications Section 2500.

31.86

-

-

... More
Providing, cutting, bending and fixing in position of TMT bar reinforcement of grade Fe 500 in reinforced concrete structures complete as per drawing and Technical Specifications Section 1600

1.74

-

-

... More
Providing Rigid Apron ambeded in 300mm thick stone with M 15 Grade Concrete complete as per Drawings and Technical Specifications Clause.

16.2

-

-

... More
Providing and laying M15 grade Plain Cement Concrete with 20mm down graded crushed stone aggregate for Curtain Wall at upstream and downstream of structures including all labour, materials, machinery, transporting of concrete from batching plant by transit mixer, placing it in position, compacting with needle vibrator, moist curing, all leads and lifts, etc. complete as per drawing, Technical Specification Section 1500,1700 and as directed by the Engineer

29.01

-

-

... More
Providing and laying flexible apron in the upstream and downstream of structure for protection against scour with stone boulders weighing not less than 40 kg each including all labour , materials, machinery, all leads and lifts, compacting to the satisfaction of the Engineer etc. complete as per drawing, Technical Specification Section 2500 and as directed by the Engineer .

67.5

-

-

... More
Painting of Bridge No. and span arrangement on bridge ends including all labour, materials, all leads and lifts etc. complete as per drawing, Technical Specifications Section 800 and as directed by the Engineer.

59

-

-

... More
Providing, laying and jointing NP-4 (as per IS:458-2003) Pipes for culverts, complete as per drawing and Technical Specifications Section 2900 and IRC : SP No.13 - 1998. H.P NP-4, 900 mm Dia

67.5

-

-

... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20

214.89

-

-

... More
Prestressed / Reinforced cement concrete grade M-20 & above

154.87

-

-

... More
Above 600 mm to 900 mm dia

52

-

-



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