Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date27 Nov 2024
Closing Soon10 Dec 2024
Tender Amount₹ 13,00,000 
Notes
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Costs

Description

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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 as directed by Engineer-in-Charge. All kinds of soil :

1

187

187

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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

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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

950

950

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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

1

950

950

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Providing / laying of RCC Pipes in proper position/ grade including cutting of road surface upto required depth, providing requisite cushion including carriage of all materials and pipes upto site of work complete.

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-

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10''

1

500

500

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12''

1

750

750

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14''

1

850

850

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16''

1

950

950

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18''

1

1100

1100

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20''

1

1220

1220

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24''

1

1450

1450

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28''

1

1700

1700

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32''

1

2050

2050

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36''

1

2200

2200

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40''

1

2500

2500

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48''

1

2900

2900

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Providing / laying of MS Pipes in proper position/ grade including cutting of road surface upto required depth, providing requisite cushion including carriage of all materials and pipes upto site of work complete.

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-

-

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6''

1

1050

1050

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8''

1

1200

1200

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10''

1

1300

1300

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12''

1

1400

1400

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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).

1

5

5.5

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

1

24

24

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Providing and Laying Water Bound Macadam base course with Quarry Crushed stone aggregate 90 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 including carriage of Quarry Crushed stone aggrregate and stone screeing, stone dust from approved soucrce upto site of wotk complete (Finished work to be measured) 100mm compacted thickness

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2200

2200

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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 including 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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2350

2350

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Providing and Laying Water Bound Macadam base course with Quarry Crushed stone aggregate 53 to 22.4mm size, stone screening 11.20mm size and binding material as per MORTH specification including screening, sorting, spreading to template and consolidation with PRR of 8 to 10 Tonne capacity including 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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2450

2450

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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

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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

1

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 bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. including cost and carraige of all materials upto site of work complete

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8590

8590

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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 cost and carraige of all materials upto site of work complete

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293

293

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Providing and laying 6 mm thick seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg 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 including rolling and finishing with road all complete. including cost and carraige of all materials upto site of work complete

1

101

101

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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.

1

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.

1

306

306.85

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Providing and laying in position cement concrete of specified grade excl. the cost of centering and shutering. All work upto required level 1:2:4 (1cement: 2 fine sand: 4 graded stone aggregate 20mm nominal size)(Crushed). Including carriage of all materials involved with loading unloading and stacking complete.

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6591

6591.25

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Providing and laying in position cement concrete of specified grade excl. the cost of centering and shutering. All work upto required level 1:3:6 (1cement: 3 fine sand: 6 graded stone aggregate 20mm nominal size)(Crushed). Including carriage of all materials involved with loading unloading and stacking complete.

1

5733

5733.6

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Providing and laying in position cement concrete of specified grade excl. the cost of centering and shutering. All work upto required level 1:4:8 (1cement: 4fine sand: 8 graded stone aggregate 40mm nominal size)(Crushed). Including carriage of all materials involved with loading unloading and stacking complete.

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5202

5202.9

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Providing and laying in postion spacified grade of reinforced cement concrete excluding the cost of centering, shuttering,finishing and reinforcement All work upto plinth level 1:1.5:3 (1cement:1.5 coarse sand: 3 graded stone aggregate 20mm nominal size)(Crushed). Including carriage of all materials involved with loading unloading and stacking complete.

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7788

7788.4

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Brick work with common burnt clay F.P.S (non-modular) bricks of class designation 75 in super structure in Cement mortar 1:6 ( cement : 6 Fine Sand) Including carriage of all materials involved with loading unloading and stacking complete. (Bricks from Pampore)

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9027

9027.2

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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with floating coat of neat cement including cement slurry, but excluding the cost of noising of steps etc. complete. 50mm thick 20 mm nominal size stone aggregate Including carriage of all materials involved with loading unloading and stacking complete.

1

599

599.5

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more

1

123

123.2

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

1

138

138.2

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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, pivers, abutments, posts and sturts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3 (1cement: 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size)(Crushed). Including carriage of all materials involved with loading unloading and stacking complete.

1

9395

9395.7

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Providing and laying Reinforced Cement Concrete 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) in suspended floors, balconies, landings and staircase having upto 15° slope. excluding cost of centering and shuttering , all work upto floor V level including carriage of all materials involved with loading unloading and stacking complete.

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9821

9821.85

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Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) incld carriage of all material involved

1

7677

7677.35

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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

1

850

850

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

1

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

1

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.

1

154

154

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

1

331

331

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

1

411

411

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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

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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

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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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8800

8800

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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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6000

6000



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