Urban Development Department Tender
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Urban Development Department - JUIDCO Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date9 Mar 2023
Closing Date15 Mar 2023
Tender Amount₹ 5,38,899
Costs
EMD
₹ 11,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_UDD_67562_7Tender No
UDD/AMC/17/2022-23Tender Authority
Urban Development Department ViewPurchaser Address
-Website
http://http://juidco.jharkhand.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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paver block 10 Km (P)
121.03
11679
96.5
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Chips 1Km (K)+ 34Km(P)
5.68
4227
744.28
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Supplying 900mm dia NP2 RCC Hume pipe --------------------- do ------------ do ----------- direction of E/I.
31.1
77750
2500
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Disposal of excavated earth in borrow area of lead 1Km(K) + 2Km(P) - for marshy soil
28.63
4754
166.07
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10mm dia longitudina bar (5.5.5a)
0.19
15220
82096.54
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Add 18% GST
1
80177
80177.46
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Earthwork in excavation of marshy soil -------- do ------ do ------- as per E/I. 3.1 rcd
19.08
2513
131.7
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Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with ceent concrete (i) For piprs 100 to 250 mm dia ----------- do ------ do ------ direction of E/I.
14
9725
694.7
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Sand 1Km(K) + 5Km(P)
16.87
5740
340.28
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Hume Pipe 5K(P)
31.1
5319
171.03
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Providing, labour for fitting and fixing 900mm dia NP2 RCC Hume pipe -------------------- do ------------ do ----------- direction of E/I.
31.1
28615
920.1
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Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building as per specification and direction of E/I.
13.15
7752
589.51
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Providing designation 75B one brick on flat soiling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.
58.67
19381
330.34
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Earthwork in excavation in foundation in ordinary soil 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 desing, building specification and direction of E/I, (5.1.1+5.1.2)
77.24
12924
167.33
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Reinforcement bar 5Km(P)
0.46
211
456.1
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Cement 5 Km(P)
2.73
1245
456.1
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Adding Labour Cess @ 1%
1
5256
5256.08
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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 colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks inti the sand bedding layer through vibratory compaction by using plate vibrator, filling the joits with sand and cutting of paver blocks as per requird size and pattern, finishing and sweeping extra sand complete all as per direction of E/I. 80mm thick CC paver block of M-30 grade with approved color design and pattern.
121.03
108188
893.9
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Embankment construction with material obtained from borrow pits (Construction of embankment with approved material obtained from borrow pits with all lifts and lead, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (3.16 rcd)
202.04
26245
129.9
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Carriage of Materials
-
-
-
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Earthwork in back filling the trench after laying different types and sizes of R.C.C Spun pipes ------ do ----- do ---- E/I. (3.3.2)
68.7
6452
93.93
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Add Signboard and Photography
1
8000
8000
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Providing and laying PCC M-20 with nominal mix of (1:1.5:3) in poistion cement concrete of specified grade including the cost of centering and shuttering - All work up to linthe level (5.3.1.1)
2.92
14488
4961.73
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12mm dia main bar (5.5.5b)
0.28
22492
80879.07
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Bricks 1Km(K) + 7Km(P)
1907
3337
1.75
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Providing and laying in poistion M-20 grade of reinforced cement concrete in nominal mix of (1:1.5:3) upto plinth level ----------------- do ---------- do ------ E/I.
4.07
21237
5218
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Providing precast RCC slab of M-20 with nominal mi (1:1.5:3) on prepared chamber ----------------- do ---------- do ------ E/I.
1.63
8553
5247.64
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