Public Works Department Tender

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Public Works Department - PWD Tender

Eprocure
Opening Date20 Aug 2021
Closing Date3 Sep 2021
Tender Amount₹ 2,48,12,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Supplying & Stacking at site graded stone aggregate of size 63-45mm excluding carriage.

547.5

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564.6

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Supplying & Stacking at site stone screening of size 13.20mm nominial size (type-A) excluding carriage.

98.55

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504.4

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Supply & Stacking of Moorum at site excluding carraige.

43.8

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528.5

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

547.5

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710.85

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Carriage of materials by mechanical transport from source to site of work incl. loading and unloading complete.

-

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-

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Stone aggregate 40mm & above from Sadderkoot for an average lead of 20 Kms.

547.5

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380.26

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Stone Screening from Safapora for an average lead pf 14 Kms

98.55

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286.46

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Moorum/stone dust from Safaapora for an average lead of 14 Kms

43.8

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286.46

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(C)WBM G-III

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-

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Supplying & Stacking at site graded stone aggregate of size 63-45mm excluding carriage.

1231.87

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575.3

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Supplying & Stacking at site stone screening of size 13.20mm nominial size (type-A) excluding carriage.

295.64

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504.4

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Supply & Stacking of Moorum at site excluding carraige.

98.55

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528.5

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

1231.87

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710.85

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Carriage of materials by mechanical transport from source to site of work incl. loading and unloading complete.

-

-

-

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Stone aggregate 40mm & above from Sadderkoot for an average lead of 20 Kms.

1231.87

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380.26

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Stone Screening from Source to site for an average lead of 14 Kms

295.64

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286.46

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Moorum/stone dust from source to site of work for an average lead of 14 Kms

98.55

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286.46

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(D) Construction Of Cement Concrete Drain

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-

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Earth work in bluk excavation by mechanical means (Hydraullic excavator) over areas (Exceeding 30 cmin depth, 1.5 m in width as well as 10 sqm on plan) incl. disposal of excavated earth lead upto 50 m & lift upto 1.5m as directed by Engineer Incharge (all kinds of soil).

335.84

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188.75

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P/L, of stone soling 75 mm nominal size duly hand packed with ramming, dressing, watering and compacting complete job.

43.33

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900

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P/L, in position cement concrete of specified grade excluding the cost of centering & shuttering. All work up to floor V-level in 1:4:8 (1cement: 4 coarse, sand: 8 graded stone aggregate of 40 mm Nominal size (Crushed) incl. carriage complete.

32.5

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4419.85

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P/L, in position cement concrete of specified grade excluding the cost of centering & shuttering. All work up to Floor V- level in 1:3:6 (1cement: 3 coarse sand: 6 graded stone aggregate of 20 mm Nominal size (Crushed) incl. carriage complete .

144.45

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4908.2

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Centering and shuttering incld. strutting ,propping etc. and removal of form work in foundation footings, suspended floors,Surfaace Drain etc complete.

385.2

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262.3

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12mm thick cement plaster in 1:4 mix (1 cement 4 sand) incl. carriage complete.

173.34

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241.75

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40mm thick cement concrete flooring in 1:2:4 (1 cement: 2coarse sand: 4 graded stone agg., 20mm nominal size finished with a floating coat of neat cement slurry incl. carriage complete.

144.45

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461.85

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(E) Construction Of R/Wall

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Earth work in bulk excavation by mechanical means (Hydraullic excavator) over areas (Exceeding 30 cmin depth, 1.5 m in width as well as 10 sqm on plan) incl. disposal of excavated earth lead upto 50 m & lift upto 1.5m as directed by Engineer Incharge (all kinds of soil).

284.64

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188.75

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P/L, of stone soling 75 mm nominal size duly hand packed with ramming, dressing, watering and compacting incl. carriage complete.

49.5

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900

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P/L, in position cement concrete of specified grade excluding the cost of centering & shuttering. All work up to floor V-level in 1:4:8 (1cement: 4 coarse, sand: 8 graded stone aggregate of 40 mm Nominal size (Crushed) incl. all leads,lifts, carriage complete.

49.5

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4419.85

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P/L, in position cement concrete of specified grade excluding the cost of centering & shuttering. All work up to Floor V- level in 1:3:6 (1cement: 3 coarse sand: 6 graded stone aggregate of 20 mm Nominal size (Crushed) incl. all leads,lifts, carriage complete.

486

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4908.2

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Centering and shuttering incld. strutting ,propping etc. and removal of form work in foundation footings, suspended floors,R/Wall, (any thickneess) etc complete job.

1080

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573.85

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Back filling of 2nd class stones/ stone boulders behind R/Wall including spreading, watering, dressing and ramming in 15/22 cm layers and consolidation with D.R.R of 08-10 tonne capacity to the required gradient and camber incl. carriage complete.

175.5

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900

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Supplying, stacking and filling of khak bajree behind R/Wall including spreading, watering, dressing and ramming in 15/22 cm layers and consolidation with D.R.R of 08-10 tonne capacity to the required gradient and camber complete job.

117

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750

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Providing/fixing and placing 100mm dia PVC pipe of prince quality (type-B) of required length at required spacing for weep holes complete.

90

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200

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(F) Supply/laying of RCC spun pipes incl. aligning/cushioning etc incl. carriage complete.

-

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-

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12" dia RCC pipes

179

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2600

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18" dia RCC pipes

150

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3600

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(G) Pavement

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Providing and laying 50mm thick compacted bituminous macadam using hot straight run Bitumen of V-G 10 Grade @3.3% by weight and pre-mixed with hot mix plant using crushed agg.as specified premixed with bituminous binder laid over a previously prepared surface with paver finisher fitted with electronic sensing device to the required grade, level and alignment and rolling with viberator/road rollers to achieve the desired compaction conforming to MOST specifications incl. all loading, un-loading and all carriages of materials involved upto site of work all allied machinery, cost of bitumen incl. P/L of Tack coat.

821.25

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8500

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Providing and laying 25mm thick semi-dense bituminous concrete surfacing for wearing course composed of agg. of specified grade with bituminous binder 5% of weight by total mix using hot straight run bitumen of V-G 10 grade (@2.88Kgs/sqm of road surfaceand pre-mixed with hot mix plant ) mixing in suitable hot mix plant laying with paver finisher with electronic sensing device to required grades, levels and alignment and rolling with road rollers to achieve the desired compaction conforming to MOST specifications including cost and carriages leads, lifts, loading, unloading of all materials involved upto site of work complete, and all carriages of materials involved upto site of work all allied machinery, incld. cost of bitumen incl. seal coat complete.

16425

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375

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Maintenance Cost for 5 Years

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-

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1st Year

1

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225567.9

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2nd Year

1

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338351.85

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3rd Year

1

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451135.8

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4th Year

1

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563919.75

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5th Year

1

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676703.7



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