Public Works Department Tender
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Costs
EMD
₹ 12,34,925Document Cost
₹ 1,550Tender Fee
Refer Documents
Summary
Strengthening And Improvements To 7 Nos Of Pwd Roads In Mahe Region, Viz.,1 Kallayi- Pandakkal Road Including Improvements To The Police Station Junction At Palloor And Moolakkadavu Junction At Pandakkal. 2 Paral- Chokly Road. 3 Chokly Peringadi Road
Description
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Contact
Tender Id
2022_PWDC2_11644_1Bid Award Id
ViewTender No
36/EEM/22-23/22(22-23)Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.py.gov.in/
GEM & Bid Advisory Services
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Documents
Details of own Machineries for the work and should produce original documentary evidence of the ownership.
Sample format for work experience for non PWD Puducherry Contractor
Other than the Puducherry PWD registered contractors shall upload Form C
Provide list of works under Execution or awarded duly signed along with the tender in Form D
Sample letter for under taking if EMD above Rs 5 lakh is paid as Bank Guarantee
BOQ Items
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CODE NO: 2.33.1
Felling trees of the girth (measured at a height of 1m above ground level) including cutting of trunks and branches , removing the roots and stacking of serviceable material and disposal of unserviceable material - beyond 30cm girth upto and including 60cm girth.
4
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CODE NO: 2.6.1
Earth work in excavation by mechanical means (Hydraulic excavation) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m - all kinds of soi
114
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CODE NO: 2.8.1
Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50m - all kinds of soil
140
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CODE NO: 15.43.2 Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead - bituminous road
30
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CODE NO: 4.1.8
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size)
19
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CODE NO: 4.1.3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size
88
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CODE NO: 5.2.2
Reinforced cement concrete work in walls (any thickness) , including attached pilasters, buttresses , plinth and sting courses , fillets , columns , pillars , piers , abutments , posts and struts etc. upto floor five level excluding cost of centering , shuttering , finishing and reinforcement - 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)
70
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Non PSR Providing , Hoisting and fixing up to Plinth level Precast RCC 1:2:4 (1cement): 2 Coarse sand:4 Graded stone aggregate 20mm nominal size) cover slab for Drain/Culvert and the cost includes required Centering, shuttering using steel sheet With MS frames and finishing the slab Smooth with 6mm thick Cement plaster 1:3 (1 Cement :3 fine sand)but excluding the cost of reinforcement.
6.5
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CODE NO: 5.22.6 Steel reinforcement for R.C.C.work including straightening , cutting , bending , placing in position and binding all complete upto plinth level - Thermo - echanically treated bars (TISCON / VIZAG / IISCO / SAIL / JSW) Fe - 415 or more
4850
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CODE NO: 7.100.1
Laterite Stone Masonry for building work using neatly dressed Laterite Stone of size 30x20x20 cm in cement mortar 1:4 (1 cement : 4 Coarse sand ) for foundation and basement
24
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CODE NO: 7.101
Extra for laterite stone masonry superstructure above plinth level and upto floor five level
24
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CODE NO: 5.9.2
Centering and shuttering including Strutting , propping etc and removal of form for - Walls (any thickness ) including attached pilasters , butteresses , plinth and string courses etc.
482
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CODE NO: 10.25.2
Steel work welded in built up sections / framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required - in gratings, frames, guard bar, ladder, railings, brackets,gates and similar works
32470
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CODE NO: 13.4.1
12 mm cement plaster of mix 1:4 (1 cement :4 course sand)
585
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CODE NO: 13.46.1
Finishing walls with acrylic smooth exterior paint of required shade - New work (two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg / 10 sqm
585
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CODE NO: 3.15
Scarifying the existing bituminous surfaceto a depth of 50mm and disposal of scarified material within all lifts and lead upto 1000 metres - by mechanical means.
3550
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CODE NO: 30.7
Supply of Quarry rubbish including stacking to department gauge for premeasurement and spreading required thickness
470
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CODE NO: 4.12A
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 - Using vibratory roller. (As per MoRTH specification, 4th Revision)
1345
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CODE NO: 5.2
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg. per sqm. on the prepared bituminous / granular surface cleaned with mechanical broom. (As per MoRTH specification, 4th Revision)
103500
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CODE NO: 5.6B
Providing and laying dense graded bituminous macadam with HMP of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading, premixed with bituminouse binder @ 4.0 to 4.5 per cent by weight of total mix and filler, tranporting 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 achive the desired compaction as per Clause 507 of MoRTH specification, 4th Revision, complete in all respects - Using grade-II materials.
920
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CODE NO: 5.8B.1
Providing and laying bituminous concrete with HMP of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 clause 509 of MoRTH specification, 4th Revision, complete in all respects - Using grade-II material.-Bitumen 60/70
3375
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CODE NO: 13.48.3
Painting steel work with deluxe multi surface paint to give an even shade. Two or more coat applied @ 0.90 ltr / 10 sqm over an under coat of primer applied @ 0.80 ltr / 10 sqm of approved brand and manufacture
2430
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CODE NO: 16.68
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design / shape laid in required colour and pattern over and including 50mm thick compacted bed of course sand , filling the joints with coarse sand etc. all complte
281
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CODE NO: 8.13
Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.
965
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CODE NO: 8.4B
Providing and fixing of retro - reflectorised cautionary, mandatory & informatory sign as per IRC:67 made of aluminium sheet encapsulated lens with 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 ( 3.5 mtrs height - 6.8kg/mtr = 23.8kg , with board support angle 35x35x6mm-2.30 mtrs - 3kg/mtr = 6.9kg and anchor flat - 0.5kg)firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 45 cm X 45 cm X 60 cm , 60cm below ground level as per approved drawing. - 60 cm equilateral triangle . (including cost of angle iron towards cost of drilling holes , nuts , bolts etc.,)
128
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CODE NO: 8.4C
Providing and fixing of retro - reflectorised cautionary, mandatory & informatory sign as per IRC:67 made of aluminium sheet encapsulated lens with 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 ( 3.6 mtrs height - 6.8kg/mtr = 24.48 kg with board support angle 35x35x6mm - 2.49 mtrs - 3kg/mtr = 7.47kg and anchor flat -0.50kg )firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 45 cm X 45 cm X 60 cm , 60cm below ground level as per approved drawing. - 60cm Circular .(including cost of angle iron towards cost of drilling holes , nuts , bolts etc.,)
21
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CODE NO: 8.7B Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet with high intensity grade retro-reflective sheeting of encapsulated lens type with vertical and lateral clearance given in Clauses 802.2 and 802.3 and installed as per Clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans-Aluminium alloy plate for over head sign.
50
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CODE NO: 8.4D
Providing and fixing of retro - reflectorised cautionary, mandatory & informatory sign as per IRC:67 made of aluminium sheet encapsulated lens with 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 ( 3.8 mtrs height - 6.8kg/mtr = 25.84 kg with board support angle 35x35x6mm - 2.8 mtrs - 3kg/mtr = 8.4kg and anchor flats - 0.5kg ) firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 45 cm X 45 cm X 60 cm , 60cm below ground level as per approved drawing. - 80cm X 60cm rectangular(including cost of angle iron towards cost of drilling holes , nuts , bolts etc.,)
30
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CODE NO: 8.6
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of aluminium sheet encapsulated lens reflective sheet (diamond grade ) with high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm supported on a mild steel angle iron post 75 X 75 X 6mm , (3.5 mtrs height x2 mtrs) = 7mtrs x 6.8kg/mtr =47.60kg, with board support angle 35x35x6mm 3mtrs-3.5kg/mtr =10.50kg with anchor flats -0.50kg)2 nos firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 X 45 X 60 cm, 60cm below ground level.
46
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