Urban Development Department Tender
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Costs
EMD
₹ 1,74,045Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Attal Mission For Rejuvenation And Urban Transformation 2.0, Jorliya Bandh In Ward No. 35 With 05 Years O And M
Description
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Contact
Tender Id
2024_UDD_89312_1Tender No
DNN/03/14/2024-25Tender Authority
Urban Development Department ViewPurchaser Address
-Website
http://http://juidco.jharkhand.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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.
20032.02
573717
28.64
Trimming & dressing the side slope of dam to proper section with all leads and lifts as per drawing, specification and direction of E/I.
12.02
46935
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.)
1802.25
46407
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.
4.01
52331
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.
1802.25
405884
225.21
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.
600.75
75712
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
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.
459.56
69770
151.82
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)
148.68
19161
128.88
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).
4.8
2829
589.51
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.
38.86
68253
1756.4
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
91.08
475255
5218
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.
30.24
83721
2768.58
Providing & fixing on wall face unplasticised - Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion . Single socket ed pipes. 75 mm dia for weep hole.
96
19490
203.02
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)
513
815553
1589.77
Extra for pre finished nosing to treads of steps of Kota stone/ sand stone slab
704.01
109952
156.18
Earth work in excavation for laying of different types and sizes of R.C.C. spun pipes with disposal of excavated earth within initial lead and lift as per specification and direction of E/l.
64.8
15535
239.74
Earth work in back filling the trench after laying different types and sizes of R.C.C. spun pipes with removed during excavation within initial lead and lift as per specification and direction of E/l.
13.56
1273
93.93
Close timbering in trenches including strutting, shoring and packing cavities (when ever required) depth not exceeding 1.5 M complete as per specification and direction of E/l.( Measurement to be taken of the face area timbered )
21.6
1595
73.87
Labour for laying, fitting and fixing NP2 R.C.C. spun pipe with collars in lines, level and grade and providing approved jointing materials and joints properly filled to make them leak proof including providing sight rails, bonning rod, night guard, red light and barrier etc. all complete as per specification and direction of E/l.1200 mm dia RCC spun pipe up to 3 m depth of invert below GL
12
14521
1210.09
Supplying labours, tools and tackles for testing of laid, R.C.C. spun pipes upto specified lead of water all complete as per specification and direction of E/l. (Water to be supplied free of cost departmetally)
12
220
18.4
1:4:8 (1 cement : 4 coarse sand : 8 graded stone
aggregate 20 mm nominal size)
2.16
8910
4125.41
Providing designation 75 A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l.
21.6
7700
356.52
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
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 and ;laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level 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
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
2.7
22291
8255.96
Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge.
180
250885
1393.81
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)
27
6016
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
15
803
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
15
870
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.
15
1339
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).
45
864
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.
305.21
62262
204
RCC Bench
(L5’/W2.5’/H2.5’).As approved by E/I.
10
102500
10250
Big Rabbit Dustbin/Other FRP Dustbin
(H:2.5’) 50 ltr.As approved by E/I.
10
25830
2583
Carriage of Materials Bricks =10 km
0.7
420
603
Carriage of Materials Stone Boulders=35 km
84.81
78287
923.09
Carriage of Materials Coarse Sand=10 km
27.83
12083
434.2
Carriage of Materials Stone chips =30 km
40.94
21254
519.16
Carriage of Materials Cement (5km)
21.39
9755
456.1
O & M 1st year
1
88536
88536
O & M 2nd year
1
97390
97390
O & M 3rd year
1
107129
107129
O & M 4th year
1
117841
117841.9
O & M 5th year
1
129626
129626.09
Add 18% for G.S.T.
0.18
1314315
7301752.14
Add 1%Labour Cess
0.01
86160
8616067.53
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