Urban Development Department Tender
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Costs
EMD
₹ 1,04,080Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UDD_93171_1Tender No
UDHD/NPB/eTender/17/2024-25/01Tender Authority
Urban Development Department ViewPurchaser Address
-Website
http://http://juidco.jharkhand.gov.in/
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BOQ Items
Trimming & dressing the side slope of dam to proper section with all leads and lifts as per drawing, specification and direction of E/I.
7.39
28856
3904.77
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.)
1108.01
28531
25.75
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.
2.21
28840
13050.18
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.
1108.01
249534
225.21
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.
1108.01
31733
28.64
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.
369.34
46547
126.03
E/W in excavation of cut-off trenches by hydraulic M/C in grade A&B type of soil including morroum soil, soil mixed with kankar, pebbles and boulders up to 300mm size and disposal of the same beyond 1/2 km up to 1km from centre of the trench with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I.
32.4
3479
107.4
Supplying and laying sand filter blanketing in horizontal portion of the dam as per designdrawing with watering, compaction including cost of sand, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I.
20.1
24445
1216.17
Supplying and laying boulder in rock toe, heel trenches of the dam as per design drawings including the cost of material royalty and all taxes etc. but excluding thecost of carriage all complete as per specification and direction of E/I.
25.13
37470
1491.06
Supplying and laying properly as per design and drawing rip-rap with good quality of boulders duly packed including the cost of material, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I.
25.13
44138
1756.4
Providing of weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall all complete as per specification and direction of E/I.
80
13316
166.46
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
50.54
263717
5218
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)
1010.8
1606939
1589.77
Extra for pre finished nosing to treads of steps of Kota stone/ sand stone slab
1520
237302
156.12
2c x 10 sq mm
20
3172
158.63
2c x 6 sq mm
20
2781
139.09
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
40
5880
147
Steel circular hollow pole of standard specification for street lighting to mount light at 5M height above deck level.
4
26847
6711.93
18Watt LED solar street light with all accessories all complete. (attached quotation from gem.gov.in)
4
28800
7200
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 50M including all lifts, levelling ,ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I
13.52
2052
151.82
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.
0.44
24
55.28
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 ad lifts including cost of all materials, labour royalty taxes all complete as per building specification and direction of E/I (Mode of measurement complacted volume.
0.12
70
589.51
Providing and ;laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level
1
-
-
1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size
0.44
2023
4598.23
Centring and shuttering including strutting propping etc and removal of form for
3.96
770
194.5
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)
21.6
4813
222.85
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
12
642
53.57
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
12
696
58.03
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.
12
1071
89.28
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).
36
691
19.2
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.
244.17
49809
204
RCC Bench
(L5’/W2.5’/H2.5’).As approved by E/I.
3
30750
10250
Big Rabbit Dustbin/Other FRP Dustbin
(H:2.5’) 50 ltr.As approved by E/I.
3
7749
2583
add carriage
-
-
-
Stone Boulders=35 km
50.26
46394
923.09
Coarse Sand=10 km
36.89
16017
434.2
Stone chips =30 km
45.49
23616
519.16
Cement (5km)
22.83
10412
456.1
O & M
1
-
-
1st year
80692
80692
1
2nd year
88761
88761
1
3rd year
97637.1
97637
1
4th year
107400.81
107400
1
5th year
118140.89
118140
1
gst
4366536.03
785976
18
labour cess
5152512.51
51525
1
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