Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date3 May 2024
Closing Date9 May 2024
Tender AmountRefer Documents 
Notes
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Costs

Description

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Documents
02/EEA/RnB of 2024-25/646-56Dated02/05/2024
02/EEA/RnB of 2024-25/646-56Dated02/05/2024
02/EEA/RnB of 2024-25/646-56Dated02/05/2024
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BOQ Items

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Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :

1

187

187.3

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Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc .upto required depth ) and for shafts, wells, cesspits including dressing of sides and ramming of bottoms , including getting out excavated earth and disposal of surplus excavated earth as directed, ( All kinds of Soil)

1

479

479.3

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Supply and filling of RBM /Stone soling of specified size including spreading, watering, ramming, compacting with PRR of 8 to 10 Tonne capacity including carriage of the same from approved source upto site of work complete

1

850

850

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Supply and filling of Khak bajri including spreading, watering, ramming, compacting with PRR of 8 to 10 Tonne capacity including carriage of the same from approved source upto site of work complete ( for Berm)

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950

950

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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete

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-

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100 mm dia. R.C.C. pipe

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422

422.25

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150 mm dia. R.C.C. pipe

1

545

545.9

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250 mm dia. R.C.C. pipe

1

746

746.2

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300 mm dia. R.C.C. pipe

1

837

837.55

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450 mm dia. R.C.C. pipe

1

1148

1148.6

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500 mm dia. R.C.C. pipe

1

1406

1406.2

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600 mm dia. R.C.C. pipe

1

1751

1751.8

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700 mm dia. R.C.C. pipe

1

2259

2259.3

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800 mm dia. R.C.C. pipe

1

2531

2531.15

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900 mm dia. R.C.C. pipe

1

2902

2902.25

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1000 mm dia. R.C.C. pipe

1

3591

3591.7

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1100 mm dia. R.C.C. pipe

1

3962

3962.3

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1200 mm dia. R.C.C. pipe

1

4363

4363.15

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Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-3 class (Medium duty) R.C.C. pipes

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-

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450 mm dia. R.C.C. pipe

1

2008

2008.8

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600 mm dia. R.C.C. pipe

1

2415

2415.8

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900 mm dia. R.C.C. pipe

1

3951

3951.65

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1000 mm dia. R.C.C. pipe (laying by manual/mechanical means)

1

4653

4653.3

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1200 mm dia. R.C.C. pipe (laying by manual/mechanical means)

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7317

7317.45

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1800 mm dia. R.C.C. pipe (laying by manual/mechanical means)

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13228

13228.45

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Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting , hoisting , fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes

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156

156.95

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Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means).

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5

5.55

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Scarifying metalled (water-bound) road surface including disposal of rubbish lead upto 50m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity.

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24

24.45

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Providing and Laying Water Bound Macadam base course with Quarry Crushed stone aggregate 63 to 45mm size, stone screening 13.20mm size and binding material as per MORTH specification including screening, sorting, spreading to template and consolidation with PRR of 8 to 10 Tonne capacity excluding carriage of Quarry Crushed stone aggrregate and stone screeing, stone dust from approved soucrce upto site of wotk complete (Finished work to be measured) 75mm compacted thickness

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2400

2400

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Providing, laying, spreading and compacting graded stone aggregate (size range 53mm to 0.075 mm) to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, transporting the mix material by mechanical transport from the plant upto the site of work, laying the mixed material in uniform layers with mechanical paver finisher on well prepared surface and compacting the same with vibratory roller of 8 to 10 tonne capacity to achieve the desired density / compaction as per specifications and directions of Engineer Incharge, including cost and carriage of all materials, hire charges of machinery, all taxes etc complete

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1885

1885.95

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Providing and applying of tack coat using hot straight run bitumen of grade VG 10 @ 0.5Kg / Sqm ( on Bt surface surface) including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler cleaning and preparing the xisting road surface as per specification including cost and carraige of all materials upto site of work complete

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55

55.2

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Providing and applying of tack coat using hot straight run bitumen of grade VG 10 @ 0.75 Kg / Sqm ( on WBM / WMM surface) including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler cleaning and preparing the xisting road surface as per specification including cost and carraige of all materials upto site of work complete

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74

74.35

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Providing and laying 50mm thick Bituminous macadam base course with stone aggregate of quarry, size and grading as specified in CPWD specifications and bitumen of grade VG 10 @ 3.5% by weight of total mix including hot mixing of stone aggregate and bitumen in Hot mix plant, transporting the mixed material from plant upto site of work and laying the mixed material with paver finisher to the required level and grade, rolling with road roller of 8 to 10 tonne capacity to achieve the required compaction and density including cost and carriage of all the materials, hire charges of machinery, all taxes etc complete

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8590

8590.95

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Providing and laying semi- dense Bituminous concrete using crushedstone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, leveland alignment and rolling with smooth wheeled, vibratory and tander rollers to achieve the desired compaction and density as per specification,complete and as per directions of Engineer-in-Charge.25 mm compacted thickness with bitumen of grade VG- 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. including carriges of all material involved complete

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293

293.1

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Providing and laying 6mm thick seal coat of premixed fine aggregate (passing 2.36mm and retained on 180 micron sieve) with bitumen using 126 kgs of bitumen of Grade VG 10 bitumen per Cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface (i.e, 0.768 kg of bitumen per Sqm of road surface) including hot mixing of fine aggregate and bitumen in hot mix plant, transporting the mixed material from plant site by Mechanical transport upto site of work, laying the mixed material with paver finisher to required level and grade, rolling with road roller to achieve desired compaction including cost and carriage of all the materials, hire charges of machinery, all taxes etc complete

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101

101.4

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Providing and laying of stone soling, hand packed, including carriage of same from approved source upto site of work complete.

1

900

900

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Centering and shuttering including strutting, propping etc. and removal of form for

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-

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Foundations, footings, bases for columns

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286

286.35

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Return walls, walls (any thickness) including attached pilaster buttresses, plinth and string course fillets, kerbs and steps etc.

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628

628.95

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Suspended floors, roofings, landings, balcones and access plateform

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718

718.2

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12mm cement plaster of mix 1:4 (1cement: 4 fine sand) including all carriages complete.

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283

283.8

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15mm cement plaster of mix 1:6 (1cement: 6 fine sand) including all carriages complete.

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306

306.85

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Engagement of labour /Masdoor for one day

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650

650

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Engagement of skilled labour with all machinary like cutters , axe etc for purning of the trees

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850

850

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Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.

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167

167.8

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Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive

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189

189.2

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Clearance of slips disposal lead upto 50 m and lift upto 1.5 m.

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-

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in ordinary soils disposal lead upto 50 m and lift upto 1.5 m.

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154

154.15

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in soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m.

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331

331.15

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In soils; mixed with Decomposed Rocks; by blasting or any other means

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441

441.4

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Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.

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638

638.9

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Painting road surface marking with adequate no. of coats to give uniform finish with read mixed road marking paint conforming to IS: 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. Old work ( One or more coats)

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148

148.7

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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-incharge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

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8563

8563.5

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Manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-IV of ASTM-D-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame of M.S. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with 16.0 (Road Work) 224 base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical M.S.-Tee support to be painted in black and white colours). Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge. 16.66.1 Mandatory/Regulatory sign boards of 900 mm diameter with part as length of 3750 mm.

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6885

6885.35

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Structural steel work in built up sections, and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded

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138

138.2

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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including carriages.

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6046

6046.88

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carriage of material below 40mm

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-

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lead of 5 Kms

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200

200.74

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lead of 10 Kms

1

279

279.04

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lead of 15 Kms

1

344

344.49

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lead of 20 Kms

1

409

409.94

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lead of 25 Kms

1

465

465.14

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lead of 30 Kms

1

520

520.34

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lead of 35 Kms

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575

575.54

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carriage of material above 40mm

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-

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lead of 5 Kms

1

218

218.19

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lead of 10 Kms

1

303

303.34

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lead of 15 Kms

1

374

374.49

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lead of 20 Kms

1

445

445.64

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lead of 25 Kms

1

505

505.64

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lead of 30 Kms

1

565

565.64

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lead of 35 Kms

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625

625.64



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