Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date19 Apr 2022
Closing Date9 May 2022
Tender Amount₹ 14,68,00,000 
Notes
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Costs

  • EMD

    ₹ 29,36,000
  • Document Cost

    ₹ 10,000
  • Tender Fee

    ₹ 1,000

Description

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Earthwork in excavation in ordinary rock, including stacking / disposal of surplus Material exclusive of compensation of earth (MoRTH specification : clause 301 to 305). By Hydraulic Excavator CK-90 of 0.9 cum bucket capacity and tipper with disposal upto 1000 mtrs.

7837.37

-

34

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Earthwork in excavation for roadway in hard rock, including stacking / disposal of surplus Material exclusive of compensation of earth (MoRTH specification : clause 301 to 305). Requiring blasting

2612.46

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173

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Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material up to a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per MoRTH specification clause 201 BY MECHANICAL MEANS In area of light jungle

5.57

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17206

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Providing, laying and spreading 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 MoRTH Specification : clause No. 401. Grading-II

7938.34

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383

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Providing, laying and spreading 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 MoRTH Specification : clause No. 401 Grading-III

5490

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361

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Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift . By mechanical means with All lead

10574.69

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1036

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Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @6 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112 Add extra to above item per kg extra in emulsion per 10 sqm

44743.75

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26.5

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Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.2 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112. Add extra for above item per 0.05 kg extra in emulsion per sqm

201273.75

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10

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Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates (as per table 500-9, 500-10 and design mix) for base/binder course including loading of Material with F.E. loader, heating of binder (including cost of anti stripping compound, wherever required) aggregates and filler in hot mix plant (40-60 TPH), transporting the mixed Material by tippers and laying with sensor paver finisher as per clause 504.3.5 to the required level and grade, rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller, 150-250 KN. TP=0.7 Mpa, to achieve the desired density (approved by the department) but excluding primer/tack coat. (MoRTH specification : clause 505, 112). with all lead & lift (a) 50-75mm compacted thickness with 4.5% bitumen content VG30 grade with lead of mixed Material 1 km

8618.79

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6069

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Providing and laying Bituminous Concrete as per Design Mix on prepared surface with specified graded stone aggregates as per Table 500-17, for wearing course including loading of aggregates with F.E. loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and 3% cement filler with aggregates in Hot Mix Plant 40-60 TPH, transporting the mixed Material with tipper to paver and laying with sensor paver finisher (as per clause 504-3.5) to the required level, grades and rolling with vibratory compactor and pneumatic tyred roller 150-250 kN, TP = 0.7 Mpa, to achieve the desired density (approved by the department as per job mix) excluding cost of primer/tack coat. (MoRTH specification : clause 507). 30-45mm compacted with 6% binder with lead of mix Material 1 km With straight run bitumen grade VG30

3682.39

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7072

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CC Work Providing, laying and spreading 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 MoRTH Specification : clause No. 401.Grading-II

504.4

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383

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Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift. By mechanical means with lead all lead and lift

504.4

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1036

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Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade

504.4

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4406

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Drain Work Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304].

504

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57

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Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]. (b) Cement concrete 1:3:6 mix with stone aggregate 40 mm crusher broken

84

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2715

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.Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500].With 20mm nominal size aggregate R.C.C. M-20 grade

180

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3717

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Supply and fixing of Fibre - reinforced Ferro-Cement drain cover ( Light duty ) designated for class "B" loading duly marked on cover with adequate steel reinforcement having thickness 50 mm to 75 mm, anti-corrosive bitumen painted M.S. Plate Rim and on M.S. lifting hooks, additives & admixture like plasticizer, shrinkage resistance compound, abrasion resistant etc. as per approved drawing and design complete in all respect. Span 300 mm to 450 mm Standard Size 600 x 1200 mm

240

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594

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Providing and laying Reinforced cement concrete pipes NP-4 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900).500 mm Dia

25

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2103

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Providing and laying Reinforced cement concrete pipes NP-4 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900).300 mm Dia

25

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1032

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Road Furnishing Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast)

16

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1330

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5th kilometre stone (precast)

3

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2205

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Hectometer stone (precast)

72

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373

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Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting

280

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341

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Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of micro prismatic grade conforming to IRC-67: 2012 & Type XI standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al / 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 10 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. (This shall be used only for N.H, S.H & M.S.H Roads).Regulatory sign boards of 90 cm Triangle. Size 90 cms. Triangle 90 cm equilateral triangle

40

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3447

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Providing and Fixing of Retro Reflectorised 600 x 800 mm Facility sign boards made out of retro reflective sheeting of micro prismatic grade conforming to IRC-67: 2012 & TypeXI standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al / 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 10 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. (This shall be used only for N.H, S.H & M.S.H Roads). Regulatory sign boards of 60 x 80 cm Rectangle. Size 60 x 80 cms. Rectangle

20

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4249

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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 80 mm x 60 mm rectangular

18

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1986

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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

180

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2147

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Raised Pavment Marker ( Cats Eyes): Supplying and Fixing of Molded Shank Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The contractor shall submit 2 years pre qualified warranty certificate from the manufacturer for satisfactory field performance during the time of bid submission

4000

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185.6

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Providing and Fixing of Retro Reflectorised 600 x 500 mm Chevro sign boards made out of retro reflective sheeting of micro prismatic grade conforming to IRC-67: 2012 & TypeXI standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al /4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 10 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. (This shall be used only for N.H, S.H & M.S.H Roads). Regulatory sign boards of 60 x 50 cm Rectangle. Size 60 x 50 cms. Rectangle

40

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3138

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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 .The finished surface to be level, uniform and free from streaks and holes.

4587.9

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408

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CD Work Pipe Culvert Earthwork in excavation in foundation trenches etc. in drains and channels etc. not exceeding 2m depth, including dressing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 metres (MoRTH specification : clause 301, 304). Ordinary soil

-

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-

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1000 mm dia. 1 Row - Pipe Culvert

1246.82

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57

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1000 mm dia. 2 Row - Pipe Culvert

389.9

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57

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Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]. (b) Cement concrete 1:3:6 mix with stone aggregate 40 mm crusher broken.

-

-

-

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1000 mm dia. 1 Row - Pipe Culvert

56.73

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2715

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1000 mm dia. 2 Row - Pipe Culvert

17.01

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2715

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Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500].With 20mm nominal size aggregate.P.C.C. M-15 grade

-

-

-

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1000 mm dia. 1 Row - Pipe Culvert

860.56

-

3264

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1000 mm dia. 2 Row - Pipe Culvert

245.42

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3264

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Providing and laying Reinforced cement concrete pipes NP-4 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 1000mm dia

-

-

-

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1000 mm dia. 1 Row - Pipe Culvert

387.5

-

4329

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1000 mm dia. 2 Row - Pipe Culvert

175

-

4329

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RCC-Box Culvert Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. In ordinary soil [MoRTH Specification : clause 301] BY MECHANICAL MEANS Depth upto 3m In ordinary soil [MoRTH Specification : clause 301]

-

-

-

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RCC-Box Culvert - 1 Cell - 1.0M x 1.5M

298.96

-

57

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RCC-Box Culvert - 2 Cell - 2.0M x 2.0M

150.19

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57

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RCC-Box Culvert - 1 Cell -2.0M x 3.0M

151.23

-

57

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RCC-Box Culvert - 1 Cell - 3.0M x 3.0M

381.26

-

57

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RCC-Box Culvert - 2 Cell - 3.0M x 3.0M

306.4

-

57

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RCC-Box Culvert - 2 Cell - 3.0M x 4.0M

310.21

-

57

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RCC-Box Culvert - 1 Cell - 4.0M x 4.0M

234.17

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57

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RCC-Box Culvert - 2 Cell - 4.0M x 4.0M

387.97

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57

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Plain Cement Concrete 1:3:6 with 40mm nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing for 14 days. (MoRTH specification clause : 2100)

-

-

-

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RCC-Box Culvert - 1 Cell - 1.0M x 1.5M

25.48

-

2762

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RCC-Box Culvert - 2 Cell - 2.0M x 2.0M

10.56

-

2762

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RCC-Box Culvert - 1 Cell -2.0M x 3.0M

10.62

-

2762

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RCC-Box Culvert - 1 Cell - 3.0M x 3.0M

25.62

-

2762

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RCC-Box Culvert - 2 Cell - 3.0M x 3.0M

19.24

-

2762

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RCC-Box Culvert - 2 Cell - 3.0M x 4.0M

19.45

-

2762

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RCC-Box Culvert - 1 Cell - 4.0M x 4.0M

15.23

-

2762

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RCC-Box Culvert - 2 Cell - 4.0M x 4.0M

23.77

-

2762

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Filter medium behind abutment, wing wall and return wall, complete as per drawing and technical specification. (Same as R7.20.3) [MoRTH Specification : Clause 2504].

-

-

-

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RCC-Box Culvert - 1 Cell - 1.0M x 1.5M

18

-

509

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RCC-Box Culvert - 2 Cell - 2.0M x 2.0M

25.92

-

509

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RCC-Box Culvert - 1 Cell -2.0M x 3.0M

36

-

509

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RCC-Box Culvert - 1 Cell - 3.0M x 3.0M

72

-

509

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RCC-Box Culvert - 2 Cell - 3.0M x 3.0M

36

-

509

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RCC-Box Culvert - 2 Cell - 3.0M x 4.0M

36

-

509

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RCC-Box Culvert - 1 Cell - 4.0M x 4.0M

36

-

509

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RCC-Box Culvert - 2 Cell - 4.0M x 4.0M

36

-

509

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Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechanical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause 304]. Gravelly Material

-

-

-

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RCC-Box Culvert - 1 Cell - 1.0M x 1.5M

15

-

453

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RCC-Box Culvert - 2 Cell - 2.0M x 2.0M

21.6

-

453

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RCC-Box Culvert - 1 Cell -2.0M x 3.0M

30

-

453

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RCC-Box Culvert - 1 Cell - 3.0M x 3.0M

60

-

453

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RCC-Box Culvert - 2 Cell - 3.0M x 3.0M

30

-

453

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RCC-Box Culvert - 2 Cell - 3.0M x 4.0M

30

-

453

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RCC-Box Culvert - 1 Cell - 4.0M x 4.0M

30

-

453

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RCC-Box Culvert - 2 Cell - 4.0M x 4.0M

30

-

453

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Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. R.C.C. M-30 grade Upto 5 mtr. Height

-

-

-

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RCC-Box Culvert - 1 Cell - 1.0M x 1.5M

102.68

-

3915

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RCC-Box Culvert - 2 Cell - 2.0M x 2.0M

68.27

-

3915

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RCC-Box Culvert - 1 Cell -2.0M x 3.0M

70.49

-

3915

... More
RCC-Box Culvert - 1 Cell - 3.0M x 3.0M

184.38

-

3915

... More
RCC-Box Culvert - 2 Cell - 3.0M x 3.0M

144.88

-

3915

... More
RCC-Box Culvert - 2 Cell - 3.0M x 4.0M

171.26

-

3915

... More
RCC-Box Culvert - 1 Cell - 4.0M x 4.0M

146.23

-

3915

... More
RCC-Box Culvert - 2 Cell - 4.0M x 4.0M

224.42

-

3915

... More
Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600] HYSD reinforcement

-

-

-

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RCC-Box Culvert - 1 Cell - 1.0M x 1.5M

9.24

-

44827

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RCC-Box Culvert - 2 Cell - 2.0M x 2.0M

6.14

-

44827

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RCC-Box Culvert - 1 Cell -2.0M x 3.0M

6.34

-

44827

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RCC-Box Culvert - 1 Cell - 3.0M x 3.0M

16.59

-

44827

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RCC-Box Culvert - 2 Cell - 3.0M x 3.0M

13.04

-

44827

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RCC-Box Culvert - 2 Cell - 3.0M x 4.0M

15.41

-

44827

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RCC-Box Culvert - 1 Cell - 4.0M x 4.0M

13.16

-

44827

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RCC-Box Culvert - 2 Cell - 4.0M x 4.0M

20.2

-

44827

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Providing A.C. pipe Weep holes 150mm dia in Masonry/plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205].

-

-

-

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RCC-Box Culvert - 1 Cell - 1.0M x 1.5M

32

-

113

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RCC-Box Culvert - 2 Cell - 2.0M x 2.0M

8

-

113

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RCC-Box Culvert - 1 Cell -2.0M x 3.0M

8

-

113

... More
RCC-Box Culvert - 1 Cell - 3.0M x 3.0M

16

-

113

... More
RCC-Box Culvert - 2 Cell - 3.0M x 3.0M

8

-

113

... More
RCC-Box Culvert - 2 Cell - 3.0M x 4.0M

8

-

113

... More
RCC-Box Culvert - 1 Cell - 4.0M x 4.0M

8

-

113

... More
RCC-Box Culvert - 2 Cell - 4.0M x 4.0M

8

-

113

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Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 ltr. for 2 sqm complete in all respect. [MoRTH specification : 800]

-

-

-

... More
RCC-Box Culvert - 1 Cell - 1.0M x 1.5M

24

-

41

... More
RCC-Box Culvert - 2 Cell - 2.0M x 2.0M

11.04

-

41

... More
RCC-Box Culvert - 1 Cell -2.0M x 3.0M

11.04

-

41

... More
RCC-Box Culvert - 1 Cell - 3.0M x 3.0M

22.08

-

41

... More
RCC-Box Culvert - 2 Cell - 3.0M x 3.0M

11.04

-

41

... More
RCC-Box Culvert - 2 Cell - 3.0M x 4.0M

11.04

-

41

... More
RCC-Box Culvert - 1 Cell - 4.0M x 4.0M

11.04

-

41

... More
RCC-Box Culvert - 2 Cell - 4.0M x 4.0M

11.04

-

41

... More
Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate P.C.C. M-15 grade

-

-

-

... More
RCC-Box Culvert - 1 Cell -2.0M x 3.0M

5.4

-

3264

... More
RCC-Box Culvert - 1 Cell - 3.0M x 3.0M

10.8

-

3264

... More
RCC-Box Culvert - 2 Cell - 3.0M x 3.0M

5.4

-

3264

... More
RCC-Box Culvert - 2 Cell - 3.0M x 4.0M

5.4

-

3264

... More
RCC-Box Culvert - 1 Cell - 4.0M x 4.0M

5.4

-

3264

... More
RCC-Box Culvert - 2 Cell - 4.0M x 4.0M

5.4

-

3264

... More
Providing and laying flooring rubble stone/CC M-15 block flooring complete as per drawing and technical specification. (MoRTH specification : Clause 2505, 1700). Rubble stone laid in cement mortar 1:3.

-

-

-

... More
RCC-Box Culvert - 1 Cell -2.0M x 3.0M

3.24

-

2058

... More
RCC-Box Culvert - 1 Cell - 3.0M x 3.0M

9.36

-

2058

... More
RCC-Box Culvert - 2 Cell - 3.0M x 3.0M

8.64

-

2058

... More
RCC-Box Culvert - 2 Cell - 3.0M x 4.0M

9

-

2058

... More
RCC-Box Culvert - 1 Cell - 4.0M x 4.0M

6.24

-

2058

... More
RCC-Box Culvert - 2 Cell - 4.0M x 4.0M

11.52

-

2058

... More
RCC Minor Bridge (2X10 Mtr) Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. In ordinary soil [MoRTH Specification : clause 301] BY MECHANICAL MEANS Depth upto 3m

571.08

-

57

... More
Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. In ordinary soil [MoRTH Specification : clause 301] BY MECHANICAL MEANS In Ordinary/Soft rock (not requiring blasting) [MoRTH Specification : Clause 301]

356.93

-

83

... More
Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. In ordinary soil [MoRTH Specification : clause 301] In Hard Rock [MoRTH Specification : Clause 301, 302, 303]. Blasting Prohibited

475.9

-

670

... More
Plain Cement Concrete 1:3:6 with 40mm nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing for 14 days. (MoRTH specification clause : 2100)

47.59

-

2762

... More
Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. By using concrete mixer With 20mm nominal size aggregate R.C.C. M-30 grade

442.44

-

3954

... More
Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600]. HYSD bar reinforcement

43.41

-

45161

... More
Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. By using concrete mixer With 20mm nominal size aggregate P.C.C. M-15 grade

93.37

-

3264

... More
Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. RCC in M-30 grade, including form work. Upto 5m height

599.97

-

3777

... More
Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. RCC in M-30 grade, including form work. For height between 5m and 10m

25.75

-

3914

... More
Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600] HYSD reinforcement

61.4

-

44827

... More
Providing A.C. pipe Weep holes 150mm dia in Masonry/plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205].

540

-

113

... More
Providing and filling in foundation trenches, and back filling behind abutments, wing walls, return wall etc., and below pipe bed in layers not exceeding 150mm thick including watering and compacting (IRC-78) complete as per drawing and technical specifications (MoRTH specification 710 & 2200) including all lead and lifts. Selected granular Material in filling (MoRTH specification : Clause 2200).

506.8

-

677

... More
Providing & Laying of Filter media with granular Materials/stone crushed aggregates satisfying (IRC-78) the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. (MoRTH specification : Clause 710, 2200, 2504).

162

-

760

... More
Structural RCC/PSC upto a height of 5 mtr. for reinforced concrete in superstructure complete including steel formwork, scaffolding etc. As per drawing and technical specification. Design mix concrete. [MoRTH Specification : 1500 & 1700]. RCC M-30 grade Solid slab superstructure

356.99

-

5766

... More
Add extra for working at additional height above 5 mtr. per mtr. in item no. 1.1 & 1.2

356.99

-

40

... More
Providing and laying HYSD bar reinforcement at any level in superstructure complete as per drawing and technical Specification. [MoRTH Specification : Section 1600]

35.03

-

45179

... More
Reinforced cement concrete wearing coat M-30 grade at any level including formwork and reinforcement complete as per drawing and technical Specification. [MoRTH Specification : Clause 2204, 1500 & 1700].

50.4

-

7018

... More
Providing and Laying PCC M-15 grade leveling course below approach slab complete as per drawing and technical specifications. [MoRTH specification : 2700]

26.88

-

2471

... More
Reinforced cement concrete M-30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications. [MoRTH specification : 1500, 1600, 1700, 2704]

53.76

-

6430

... More
Providing and fixing 20mm thick Compressible Fibre Board in expansion joint complete as per drawing and technical specification in MoRTH specification : clause 2605.

50.4

-

905

... More
Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 ltr. for 2 sqm complete in all respect. [MoRTH specification : 800]

3000

-

41

... More
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting

60

-

341

... More
Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. In ordinary soil [MoRTH Specification : clause 301] BY MECHANICAL MEANS Depth upto 3m

684

-

57

... More
Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. In ordinary soil [MoRTH Specification : clause 301] BY MECHANICAL MEANS In Ordinary/Soft rock (not requiring blasting) [MoRTH Specification : Clause 301]

456

-

83

... More
Plain Cement Concrete 1:3:6 with 40mm nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing for 14 days. (MoRTH specification clause : 2100)

68.4

-

2762

... More
Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. By using concrete mixer With 20mm nominal size aggregate R.C.C. M-25 grade

216

-

3946

... More
Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600]. HYSD bar reinforcement

16.96

-

45161

... More
Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. RCC in M-25 grade, including form work. Upto 5m height

243

-

3748

... More
Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600] HYSD reinforcement

19.08

-

44827

... More
Providing A.C. pipe Weep holes 150mm dia in Masonry/plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205].

194.4

-

113

... More
Providing and filling in foundation trenches, and back filling behind abutments, wing walls, return wall etc., and below pipe bed in layers not exceeding 150mm thick including watering and compacting (IRC-78) complete as per drawing and technical specifications (MoRTH specification 710 & 2200) including all lead and lifts. Selected granular Material in filling (MoRTH specification : Clause 2200).

720

-

677

... More
Providing & Laying of Filter media with granular Materials/stone crushed aggregates satisfying (IRC-78) the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. (MoRTH specification : Clause 710, 2200, 2504).

288

-

760

... More
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting

160

-

341

... More
Protection Work Earthwork in excavation in foundation trenches etc. in drains and channels etc. not exceeding 2m depth, including dressing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 metres (MoRTH specification : clause 301, 304). Ordinary soil

560

-

71

... More
Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]. (b) Cement concrete 1:3:6 mix with stone aggregate 40 mm crusher broken.

26

-

2762

... More
Stone masonry work in cement mortar 1:4 with mechanical mixer for foundation (any level) complete, including all scaffolding etc., excluding pointing and plastering, as per drawing and technical specification. [MoRTH specification : Section 1000, 1400] Random Rubble Masonry (coursed/uncoursed)

348.75

-

2638

... More
Stone masonry work in cement mortar 1:4 for substructure complete, with scaffolding, as per drawing and technical specifications [MoRTH Specification : Section 1400]. Random Ruble masonry (coursed/uncoursed)

2.88

-

2506

... More
Providing A.C. pipe Weep holes 150mm dia in Masonry/plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205].

200

-

113

... More
Plastering 20mm thick with cement mortar (1:3) on Masonry work in sub structure as per technical specifications.

358.8

-

126

... More
Providing and laying RCC M-20 mix with stone aggregate 20mm (nominal size) mechanically mixed and vibrated for RCC work in slab in superstructure upto 4 mtr. above 1.5 mtr. level from Bed/Ground level, excluding steel reinforcement but including centering and shuttering, laid in position. (MoRTH specification : Clause 1000/1700)

6.75

-

4116



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