Urban Development Department Tender

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Urban Development Department - JUIDCO Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date7 Oct 2024
Closing Date21 Oct 2024
Tender Amount₹ 1,55,63,214 
Notes
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Costs

Description

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BOQ Items

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E/W in excavation and filing in canal by the hydraulic excavator as per designed section in ordinary soil ( vide classification of soil item -A ) and making the banks with excavated earth in proper profile and clod breaking and laying earth in 225 mm layers beyond 500 mm but upto 1000 mm and all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I

50504.4

6205980

122.88

... More
Trimming & dressing the side slope of dam to proper section with all leads and lifts as per drawing, specification and direction of E/I.

34.61

135144

3904.77

... More
Labour for rolling and compacting the earth in layers of 225mm thick at O.M.C. by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density including sprinkling the required quantity of water making arrangement for supply and carriage of water with all leads and lifts finishing the surface with propoer camber , grade super elevation including hire charge of compaction machine and other tools and plants etc all complete as per direction of E/I. (Mode of measurement sectional measurement of compacted earth.)

5190.83

133663

25.75

... More
Supplying and laying 300 mm thick humous layer on slopes of dam with manual compaction and turfing the surface with approved dub grass with 1km. Lead including watering and ramming till growth of the grass all complete as per specification and direction of E/I.

10.33

134808

13050.18

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E/W in flood embankment, canal banks as well as special repair of embankment in canal bank in grade A & B types of soil (vide soil-A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other source free from logs, roots or any other ingredients with all lifts including breaking clods to maximum 60mm size, placing earth in layers not exceeding 225mm thick all complete as per specification and direction of E/I, Lead beyond 2km but up to 3km.

5190.83

1169026

225.21

... More
Extra for earth work in marshy, slushy and daldal soil(vide classification of soil item-F) all complete as per specification and direction of E/I.

5190.83

148665

28.64

... More
Earth work in filling in foundation trenches and back filling of structure-do-with semi pervious or suitable earth obtained after cutting of borrow pits within a lead of 30M and lift of 1.5M complete job as per specification and direction of E/I.

1730.28

218067

126.03

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Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.

372.64

56574

151.82

... More
FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume)

117.46

15138

128.88

... More
Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and 1.5 M lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume).

6.26

3690

589.51

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Supplying and laying (properly as per design and drawing )rip-rap with good quality of boulders duly packed including the cost of materials,royalty all taxes etc.but excluding the cost of carriage, all complete as per specification and direction of E/I.

57.38

100782

1756.4

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1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)

95.18

496649

5218

... More
Providing rough dressed course stone masonry in cement mortar (1:6) in foundation and plinth with hammer dressed stone of less than0 .03 M³ in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening ,raking out joints to 20mm depth,curing , taxes and royalty all complete , as per specification and direction of E/I.

48.6

134552

2768.58

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Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand)

472.5

751166

1589.77

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Extra for pre finished nosing to treads of steps of Kota stone/ sand stone slab

900

140508

156.12

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2c x 10 sq mm

30

4758

158.63

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2c x 6 sq mm

30

4172

139.09

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Wiring for circuit/ submain wiring along with earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required

60

8820

147

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Steel circular hollow pole of standard specification for street lighting to mount light at 5M height above deck level.

6

40271

6711.93

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18Watt LED solar street light with all accessories all complete. (attached quotation from gem.gov.in)

6

43200

7200

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Filling available excavated earth (excluding rock) in trenches plinth slides of foundation etc in layers not exceeding 20 cm in depth , consolidating each deposited layer by ramming and watering lead.

0.66

36

55.28

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

0.66

3034

4598.23

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Centring and shuttering including strutting propping etc and removal of form for

5.94

1155

194.5

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Preparation of beds for hedging and shrubbery by excavating 60 cm deepand trenching the excavated base to a further depth of 30 cm, refilling theexcavated earth after breaking clods and mixing with sludge or manure inthe ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%),flooding with water, filling with earth if necessary, watering and finally finedressing, leveling etc. including stacking and disposal of materials declaredunserviceable and surplus earth by spreading and leveling as directed,within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately)

54

12033

222.85

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Supply and stacking of Delonix regia (Gulmohar) plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge

30

1607

53.57

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Supply and stacking of Nauclea cadamba (Kadam) plant of height 150-165cm. in big poly bag of size 25 cm as per direction of the officer-in-charge.v

30

1740

58.03

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Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge.

30

2678

89.28

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Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, hedge, flower beds, foliages, creepers etc. including hoeing,weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter , removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide , Pesticide will be provided by the Department & lawn mover and brush cutter with fuel , other T & P material/articles shall be provided by the contractor.) Open spaces(as per yard stick 1Mali =3.00Acre).

90

1728

19.2

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Providing and fixing of Tuflex Garden fencing Hexagonal net/or equivalent of green colour having contents ( Weight grams/sqm. 510 (+/- 8%)) in width of 60 cm. with bamboo of 90 cm. length. The bamboo should be painted with green colour paint of approved brand and manufacture (two or more coats) and fixed 30 cm. below ground level and 60 cm. above ground level at a distance of 1.50 mtrs. The net and bamboo should be binded with 2 mm. G.I. Wire at three places properly as per direction of Engineer-in-charge.

610.42

124524

204

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RCC Bench (L5’/W2.5’/H2.5’).As approved by E/I.

10

102500

10250

... More
Big Rabbit Dustbin/Other FRP Dustbin (H:2.5’) 50 ltr.As approved by E/I.

6

15498

2583

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Coarse Sand=10 km

8.64

3091

357.78

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Stone chips =30 km

2.45

1022

417.3

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Cement (5km)

1.78

811

456.1

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1st year O & M

1

114233

114233

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2nd year O & M

1

125656

125656

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3rd year O & M

1

138221

138221.6

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4th year O & M

1

152043

152043.76

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5th year O & M

1

167248

167248.14

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Good & Service Tax (GST)

13058578.9

2350544

0.18

... More
Labour Cess

15409123.1

154091

0.01



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