Urban Development Department Tender
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Urban Development Department - JUIDCO Tender
Eprocure
Opening Date24 Jun 2024
Closing Date6 Jul 2024
Tender Amount₹ 24,30,600
Costs
EMD
₹ 49,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UDD_87130_11Bid Award Id
ViewTender No
UDD/AMC/04/2024-25Tender Authority
Urban Development Department ViewPurchaser Address
-Website
http://http://juidco.jharkhand.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Supplying of 200 mm dia x 3 mtr long UPVC casing pipe …... Do …....... Do ….......... E/I.
105
174326
1660.25
Supplying labour, cement and calcium chloride or bentonite solution and equipment's for grouting to casing pipe after lowering in the bore etc. all complete as per specification and direction of E/I
3
539
179.77
Supplying all tools, equipments and labour and doing washing Flushing and development of drilled TW to give clean and clear water all complete as per direction of E/I
1.5
6128
4085.76
COST OF MATERIALS : Supplying Submersible pump sets with confirming to IS 8034 and motor confirming to IS 9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene/noryl impeller. motor suitable for working on 415 V + 10%, 3HP, 50 Hz, A.C.supply with cable guard, thrust carbon fiber bearing to withstand entire hydraulic thrust water proof winding shall be provided. The pump set shall be suible for direct coupling Pump shall have suitable outlet as per manufacturers design. Anti thrust stream lined non return val shall be provided with pump. 3 meter submersible copper conductor cable in single/ double run shall be provided with each pump. (Submersible pump set of 2 HP up to 20 stages)
3
63791
21263.8
Cost of 32 mm dia medium quality PVC pipes in lengths of 3.0 m with long seamless sockets at one end including all taxes and transportation to work site etc. as per specification and direction of En.
504
98280
195
Cost of PVC insulated copper submerssible cable of 3 core 4 sq mm including all taxes and transportation to work site etc. as per specification and direction of E/I.
504
70106
139.1
Supplying clamp, band adopter, bore cover, rope etc as required.
3
9600
3200
GI Fitting and Fixing
-
-
-
20mm GI Nipple
12
1125
93.79
20mm GI socket
24
2137
89.08
20mm Union Socket
6
760
126.67
20mm GL Elbow
18
1793
99.65
20mm GI bends
15
1442
96.15
20mm Reducing Socket
15
1258
83.89
20mm Tee
6
643
107.3
25mm dia HDPE pipe
45
1174
26.11
Polythene water storage tank of ISI mark (e.g. Sintex/Sinter/Himgiri.Gangotri etc.) with cover and locking System
15000
115950
7.73
5KVA Voltage Stabliser
3
45000
15000
Supplying and fixing following way horizontal type 3 pole and neutral sheet steel MCB distribution board 415 volts on surface resist complete with …........... Do …....... Do …....... E/I
3
6360
2120
Distribution Pipe and fitting
-
-
-
50 mm dia HDPE Pipe
915
93293
101.96
50mm GI nipple
192
12453
64.86
50mm Gl socket
150
15397
102.65
50 mm union socket
75
15457
206.1
50mm Gl Elbow
150
25831
172.21
50mm Gl bends
90
9480
105.34
50mm Reducing socket
90
15540
172.67
50mm Tee
66
11852
179.59
providing and fixing Gun Metal full way valve of approved quality all complete as per specfication and direction of E/I.
-
-
-
50 mm dia and weight not less than 1.5 Kg
18
27951
1552.85
SOAK PIT " Making soak pit 2.5 M diameter 3 mtr. Deep with 45x45 cm dry brick honey comb shaft with bricks of class designation 75 and S. W. drain pipe 100 mm diameter 1.8 mtr long complete as per standard design with FPS bricks
3
74333
24777.77
Supplying all material, labour and equipment for constructing P.C.C (1:2:4) drain as per UNICEF design etc.
30
15354
511.82
PANEL BOX : Site clearance and disposal of over burden soil ------- do ---- do ---- all direction of E/I.
15
5136
342.43
Earthwork in excavation in foundation trenches in all kinds of soil and disposal of excavated earth as obtained to a distance upto 50M including all lifts, leveling, ramming the foundation trenches removing root of trees, shrubs all complete as per approved design, building specification and direction of E/I. (5.1.1 + 5.1.2)
20.6
3447
167.33
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 specification and direction of E/I. (Mode of measurement compacted volume) (5.1.10)
2.19
723
330.34
Providing designation 75B one brick on flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. (5.6.3)
9.72
3210
330.34
Providing RCC M-200 in nominal mix (1:1.5:3) in foundation & plinth with approved quality of stone ------- do ------ do ---- complete job as per building specification and direction of E/I. (5.3.9.1)
8.94
46648
5218
Providing RCC M-200 in nominal mix (1:1.5:3) in roof slab with approved quality of stone ------- do ------ do ---- complete job as per building specification and direction of E/I.
4.92
31039
6308.87
Providing TOR Steel of dia 8mm(stirrup) to 16mm (main bar)@200mm c/c @ 100Kg/M3 (5.5.5(a))
1.39
113785
82096.54
Providing designation 75A brick work in C.M. (1:4) in foundation and plinth------- do ------ do ---- complete job as per building specification and direction of E/I. (5.2.2)
18.73
105206
5618.23
Providing 12mm thick cement plaster (1:4) ------- do ------ do ---- complete job as per building specification and direction of E/I. (5.7.2)
204.04
35517
174.07
Earthwork in back filling the trench after laying different types and sizes of R.C.C spun pipes ------- do ------ do ---- complete job as per building specification and direction of E/I. (5.1.7)
15.45
854
55.28
Disposal of excavated earth in borrow area SOR-P-44 carriage-2 ------- do ------ do ---- complete job as per building specification and direction of E/I. Add 50% extra for loose volume) 1Km(K) + 3Km(P)
7.71
1280
166.07
Providing two costs of snowsem over new surface ------- do ----- do ------ all complete job as per specification and direction of E/I. (5.8.24)
204.03
22253
109.07
Supplying, Fitting and Fixing M.S. grill gate made of 20x6mm M.S. plate as per design------- do ----- do ------ all complete job as per specification and direction of E/I.(5.5.30)
380.7
45295
118.98
Providing two coats of syntheics enamel paints ------- do ----- do ------ all complete job as per specification and direction of E/I.
16.2
1957
120.82
Carrige of Materials
-
-
-
(i) Sand 1 KM (k)+4 KM (P)
23.13
8266
357.4
(ii) Chips 1Km(K) + 29Km(P)
10.5
7814
744.28
(iii) Bricks 1 KM (k)+7KM (P)
7917
14092
1.78
(iv) Reinforcement 5Km (P)
1.22
558
456.1
Add 18% GST
1
366343
366343.07
Adding Labour Cess @ 1%
1
24015
24015.82
Signboard
1
5000
5000
amc
-
-
-
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