Public Works Department Tender

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Public Works Department - PWD Tender

Civil And Construction
Road Construction
Eprocure
Opening Date23 Jan 2023
Closing Date13 Feb 2023
Tender Amount₹ 3,36,72,000 
Notes
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Description

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BOQ Items

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DO_NOT_SHOW

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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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

84

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4419.85

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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)

171.5

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4943.4

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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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

31.5

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5877.45

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Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc

840

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573.85

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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: 1 Cement mortar 1:6 (1 Cement : 6 coarse sand)

910.39

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4400.5

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Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone

818.62

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2355.95

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Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete

318

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372.85

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Hand packed stone filling in horizontal level including cost of stone

433.8

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616.4

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Supplying and stacking at site Graded crushed stone aggregate of size at size of range (excluding carriage) 53 mm to 22.4 mm

1237.5

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1204.15

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Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density

1237.5

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768.15

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Supplying and stacking at site Graded crushed stone aggregate of size at size of range (excluding carriage) 63 mm to 45 mm

1237.5

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1204.15

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Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density

1237.5

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768.15

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Supplying and stacking at site Stone screening of size 11.2 mm nominal size (Type B)

282.15

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1204.15

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Supplying and stacking at site Stone screening of size13.2 mm nominal size (Type A)

193.05

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1204.15

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Providing and applying tack coat using ht striaght run bitumin of Grade VG-10 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaing and preparing the existing road surface as per specifications on WBM @0.75Kg/sqm

16500

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74.35

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Providing and laying Bituminious Macadam using crushed stone aggregate fo specified grading premixing with bituminious binder, transported to site by tipers, laid over a previously prepared surface with paver finish requipped with elctronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tendem rollers as per specifications to achieve the desiredcompactio and denisity complete as per specifications and directions of Engineer-in-charge 50 to 100mm average compacted thickness with bitumin of grade VG-10 @3.5% (percentage by weight of total mix) prepared in batch type hot mix plant of 100-120 TPH capacity.

825

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8395.9

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2.5cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2mm and 11.2mm size respectively per 100sqm and 52kg and 56kg of hot bitumin per cum of stone chippings of 13.2mm and 11.2mm size respectively including a tack coat with hot straight run bitumin including consolidation with road roller of 6 to 9 tonne capacity etc complete (track coat to be paid for seperately) with paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per Kg of asphalt

16500

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269.85

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Providing and laying 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 cumof fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete.

16500

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101.4

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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m

2400

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198.7

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Slip clearance In hard rocks; by blasting

602.75

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624.05

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

750

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301.15

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Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.

-

-

-

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Sand for an average lead of 20 Kms.

488.58

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349.82

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Stone aggregate 40mm below size for an average lead of 10 Kms.

279.12

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279.12

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Stone aggregate 40mm above size for an average lead of 05 Kms.

2475

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194.96

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Stone for an average lead of 05 Kms.

1939.89

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211.02

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05 Years Maintenance Charges

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1st Year

1

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306113.36

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2nd Year

1

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459170.04

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3rd Year

1

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612226.72

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4th Year

1

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765283.4

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5th Year

1

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918340.08



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