Urban Development Department Tender
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Costs
EMD
₹ 99,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Rejuvenation , Conservation And Plantation With Fencing Of Rani Mahal Pond In Ward No. 35
Description
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Contact
Tender Id
2024_UDD_89381_1Tender No
DNN/16/14/2024-25Tender 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.
30% if item no. 3
702
20105
28.64
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 fouda removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.
86.4
13117
151.82
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.
86.4
126040
1458.8
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
576
513020
890.66
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)..
16
132095
8255.96
XLPE indulated pvc sheathed ,heavy duty ,armoured electrical cable with aluminium conductor for working voltage upto and including 1100 volts.(conforms to is:7098,part-1)
2c x 10 sq mm
44
6979
158.63
XLPE indulated pvc sheathed ,heavy duty ,armoured electrical cable with aluminium conductor for working voltage upto and including 1100 volts.(conforms to is:7098,part-1)
2c x 6 sq mm
44
6119
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
2x1.5 sq mm+1x1.5 sq mm earth wire
Cable Laying of 1.1KV & 11 KV:-
44
7435
168.98
Steel circular hollow pole of standard specification for street lighting to mount light at 5M height above deck level.
on every 10M distance along pond edge (pond edge length=910M)
22
147662
6711.93
18Watt LED solar street light with all accessories all complete.
(attached quotation from gem.gov.in)
22
158400
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 50 M. including all lifts, levelling, ramming the fouda removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.
3.69
559
151.82
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:1.5:3 (1 cement :2 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size)
3.69
18286
4961.73
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of
Engineer-in-charge. 16.70.1 Made of G.I. wire of dia 4 mm
594
493328
830.52
Structural steel work in single section, fixed with or without connecting plate, including cutting hoisting , fixing in position and applying a priming coat of approved steel primer all complete.
Taking 40mm dia ms pipe having 3.61 kg/m
Taking 50mm dia ms pipe having 5.1 kg/m
4618.13
393556
85.22
Providing one coat of aluminium paint over steel surface including cleaning the surface throughly, scaffolding and taxes all complete as per building specification and direction of E/I.
594
53970
90.86
Supplying and stacking sludge at site including royalty and carriage upto 5 km complete (sludge measured in stacks will be reduced by 8% for payment).
13.12
3710
282.77
Supplying and stacking at site dump manure from approved source, including carriage upto 5 km complete (manure measured in stacks will be reduced by 8% for payment) : 2.4.3 Screened through sieve of I.S. designation 4.75 mm
3.28
1049
319.9
Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).
16.4
858
52.35
Providing and fixing M.S. flat iron tree guard 60 cm dia and 2 m high, aboveground consisting 4 nos 25 x 6 mm, 2.25 m long and 8 nos 25 x 3 mm 2 mlong verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S. flat iron rings in two halves, fixing together at site with required six numbers of 8 mm dia and 30 mm long bolts, including painting two coats with synthetic enamel paint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD / PWD/ any other approved name. The tree guard shall be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction of Officer-in-charge.
32
131806
4118.94
Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of
stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including
removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately)
Holes 45 cm dia, and 45 cm deep
32
598
18.7
Providing and displaying of Araucaria cookie having ht. 60 cm to 75 cm, straight, well developed, fresh and healthy with lush green leaves from bottom to top in 20 cm size of Earthen pot/Plastic pot. & as per direction of the officer-in-charge.
5
841
168.39
Providing and displaying of Areca Palm having ht. 90 cm to 1.20 m with 4 to 5 suckers, well developed, fresh and healthy with lush green foliage in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge
6
845
140.94
Providing and Displaying Bamboo Buddha valley with fresh & healthy 3 to 4 suckers having 75 to 90 cm ht. in 25 cm size Earthen Pot/ Plastic Pot as
per direction of the officer-in-charge
5
2059
411.83
Providing and stacking of Bauhinia blakeana (Kachnar) of height 120-150
cm. in big poly bags of size 25 cm as per direction of the officer-in-charge
5
357
71.42
Providing and stacking of Michelia champa (Golden Champa) of height 90- 105 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge.
7
562
80.36
Providing and stacking of Phyllanthus emblica (Amla) of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge
6
482
80.36
Providing and stacking of Schleichera trijuga (Kusum) of height 150-165
cm. in big poly bags of size 25 cm as per direction of the officer-in-charge
7
437
62.5
Chair Bench with Hand Rest
5
36000
7200
Trimming & dressing the side slope of dam to proper section with all leads and lifts as per drawing, specification and direction of E/I.
2.76
10787
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.)
62.16
1600
25.75
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.
41.44
4450
107.4
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.
124.31
218346
1756.4
Providing randam rubble stone masonry in CM (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I.
34.53
94606
2739.68
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.
160
26633
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.
244.35
37097
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) Compacted Earth Filling (Base of Steps)
81.45
10497
128.88
Providing randam rubble stone masonry in CM (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I.
92.7
253968
2739.68
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
31.95
166715
5218
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.
48
3591
74.83
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) 25MM Thick
198
314774
1589.77
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.
(i) classification of soil A
97.2
23302
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.
32.4
3043
93.93
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
30
36302
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)
30
552
18.4
Providing designation 75 B brick work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building
1.88
9581
5110.26
Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size)
In foundation Work pcc
8.1
33415
4125.41
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 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).
5.4
3183
589.51
Providing designation 75 B 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.
54
17838
330.34
Carriage of Material Sand lead 10 KM (1K+9P)
78.8
22300
283
Carriage of Material Stone chips lead 20 KM (1K+19P)
88.19
38079
431.8
Carriage of Material S Metal lead 1k+19
38.71
17786
459.52
Carriage of Material S Dust lead 1k+19
22.12
9550
431.8
Carriage of Material Boulder with lead 20km
251.55
153433
609.96
Carriage of Material Bricks lead 1k+23
18.31
22341
1220.1
Sign Board
1
4404
4404.81
Add 18% for G.S.T.
0.18
747608
4153378.05
Add 1%Labour Cess
0.01
49009
4900986.09
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