Water Resources Development Directorate Tender

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Water Resources Development Directorate - WRDD Tender

Works
Civil And Construction
Excavation
Eprocure
Opening Date25 Jan 2023
Closing Date8 Feb 2023
Tender Amount₹ 20,72,265 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Earth work in excavation for WDS / WHS / RESERVOIR / SFMIS etc

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-

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Excavation in ordinary soil / mixed soil i.e. clay mixed with moorun , kankar, pebbles / silt dry or moist / slushy silt / sticky soil for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator of required bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment/ disposal site within all lifts and lead upto 1500 m including spreading , leveliing disposed spoils at disposed area. ( mode of measurement : pre work and post work)

6193

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98

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Excavation in gravel / moorum / kankar / compact moorum / very much weathered rock / sticky soil mixed with moorum or ghooting for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator of required bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment/ disposal site within all lifts and lead upto 1500 m including spreading , leveliing disposed spoils at disposed area. ( mode of measurement : pre work and post work)

4954.4

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113

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Excavation in soft weather rock / solt laterite rocks for WDS / WHS/RESERVOIR / SFMIS etc with hydraulic excavator of required bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment/ disposal site within all lifts and lead upto 1500 m including spreading, leveliing disposed spoils at disposed area. ( mode of measurement : pre work and post work)

1238.6

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135

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Fine dressing the sub-grade slope / flank etc. to proper profile including cutting and removing spoils where necessary.

2880

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3

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Extra rate for compact earthwork in embankment by watering, rolling with sheep foot oller or loaded truck in layers of 23 cm. asper direction of the Engineer -in-Charge

3540.8

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8

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Construction of display board made with 250mm thick 1st class brick work in cement mortar (4:1) of size 1500mmx1200mm,foundation consisting of 150mm thick sand filling below the jhama brick flat soling,13mm thick(4:1) both side cement plaster up to G.L,painting with best quality synthetic enamel paint of approved make & brand including painting block letters & digits(Size above 4 cm & up to 5cm) with black japan or any approved paint as per direction of E.I.C in accordance with supplied specific approved drawing including necessary earth work in excavation in all sorts of soil,filling in foundation with earth in all respect with all costs of labour and materials.

1

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6665

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Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. a) Depth of excavation not exceeding 1,500 mm..

152.1

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119.27

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(A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)

22.78

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592.57

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Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

119.51

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294

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Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes(d) With local hard blackstone variety chips (crusher broken)

30.57

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4218

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Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.

101.82

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203

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Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor). [Excluding cost of chipping over concrete surface] ii) With 1:4 cement mortar (a) 20 mm thick plaster

174.2

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173

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Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete.

174.2

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34

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Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation

9.42

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77.54

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Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth

15.98

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4505

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Supplying R.C spun pipe(NP2) 300 mm and matching coller as per specfication including loading unloading cariage and stacking properly at site as per instruetion of EIC inclusre of all taxes. Dia 30cm and 600 mm NP3 spigot Spun Pipe

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-

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i) 300mm dia-pipe

25

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520

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ii)600mm dia-pipe

25

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2924.92

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i)Collar 300 mm

8

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236

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ADD GST @ 12 % on Total Value.

1831917.7

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0.12

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ADD CESS @ 1 % on Total Value in cluding GST.

2051747.82

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0.01



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