Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date7 Jan 2025
Closing Date20 Jan 2025
Tender Amount₹ 11,33,229
Costs
EMD
₹ 22,665Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Maintenance, Repairing Of Pipeline, Starter, Submersible Pump, Motor Etc. Of Existing Sbdtw Schemes At Different Locations Under Hrishyamukh Rd Block Area Within The Jurisdiction Of Dws Sub-division Belonia During The Year 2024-25 (gr-ii).
Description
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Contact
Tender Id
2025_CEDWS_56638_1Tender No
68/DNIeT/EE/DWS/BLN/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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BOQ Items
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i) 2.0 HP Motor suitable for 2000 GPH capacity submerssible pumpset
30
6794
203847
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ii) 3.0 HP Motor suitable for 2000/2500 GPH capacity submerssible pumpset
20
7445
148904
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Development & washing the tube well by using Air Compressor (diesel operated) until sand free water is available as per direction of the Engineer-in-charge.
10
3000
30000
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Providing and fitting fixing of 1500 GPH capacity submersible with 10 stage pump with suitable single phase 2 HP submerssible motor with head of 48.00 mtr DUKE make/VARUNA Make/ and other ISI mark make etc complete in all respect as per direction of the Engineer-in-charge.
10
19120
191210
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Providing & fitting fixing of single phase motor starter unit (with heavy duty 2 pole contactor, relay range 18.0 - 25.0, with volt meter & amps meter) of Havels/BCH/L&T make suitable for 2 HP Submersible motor etc complete as per direction of the Engineer-in-charge.
20
5334
106681
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Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havells / BCH make etc. complete as per specification and direction of the Engineer-incharge.
i) 32 Amps
15
5622
84330
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Providing and fitting fixing with PVC insulated 3 core flat Copper cable coforming to relevant IS code for submerssible motor with all necessary equipments and fittings as required as per specification and direction of the Engineer-in-charge.
i) 2.50 sqmm
100
211
21130
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Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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a) 15 mm dia
10
104
1048
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b) 25 mm dia
10
158
1587
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c) 40 mm dia.
10
343
3434
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d) 50 mm dia.
10
494
4949
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Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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a) 15 x 15 x 15 mm dia
10
123
1230
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b) 25 x 25 x 25 mm dia
10
212
2129
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c) 40 x 40 x 40 mm dia.
10
289
2893
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d) 50 x 50 x 50 mm dia.
10
403
4034
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Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i) 15 mm dia
10
78
786
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ii) 40 mm dia
10
133
1336
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iii) 50 mm dia
10
168
1685
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Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i) 15 mm dia
10
131
1310
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ii) 40 mm dia
10
387
3871
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iii) 50 mm dia
10
490
4905
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Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i) 25x15 mm dia
10
124
1244
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ii) 40x15 mm dia
10
169
1692
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iii) 40x50 mm dia
10
231
2315
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iv) 40x25 mm dia
10
172
1721
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Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately) as per CPWD specification and direction of the Engineer - in - charge.
A. Class - 3 ( working pressure 6.0 kg / cm2)
i. 40 mm OD
1000
89
89800
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Providing and laying of flexible PVC pipe (Conforming to IS:7634) complete as per specification and direction of the Engineer-in-charge (Cost of earth work and fittings will be paid separately).
-
-
-
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i) 15 mm dia
500
57
28650
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ii) 25 mm dia
500
74
37350
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Providing and fixing G.I Nipple of medium class as per CPWD specification and direction of the Engineer-in-charge.
i) 15 mm dia 75 mm long
30
64
1923
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Providing and fixing C.I Bib cock (long handle) as per CPWD specification and direction of the Engineer-in-charge.
i) 15 mm dia
50
110
5520
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Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1000 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per direction of the Engineer - in - Charge
A)for UPVC pipes in new work a)In all kinds of soil i)For pipes not exceeding 40 mm dia
2000
39
78400
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Providing and fixing in position Precast RCC hydrant post of size 100 mm dia ( made with reinforced cement concrete 1 : 1.5 : 3 ( 1 cement : 1.5 fine sand : 3 graded well burnt brick aggregate 1st class 12 mm nominal size) and steel reinforcement ( TMT bars )3 nos 8 mm dia 950 mm long and 7 Nos 6 mm dia ties including plastering the surface with 6 mm thick cement mortar 1 : 3 ( 1 cement: 3 sand ) finished with a floating coat of neat cement including providing & embedding 15 mm dia G.I. pipe (medium class as per IS : 1239 ) with necessary GI fittings like 2 Nos elbow, 1 no socket, 2 nos nipple 225 mm long and fitting fixing of PVC bib cock with GI socket, GI union complete with all earth work required including refilling etc. complete as per approved drawing ( Drawing No-06/CE/ACE/P&DU/ DWS/2022-23), specification and direction of Engineer-in-charge.
5
1418
7090
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Providing and fixing in position Precast RCC platform of size 900 mm x 900 mm x100 mm with curb of size 75 x 75 mm keping an opening of 200 mm wide for surface drain of 60 cm length of size (200 mmx150 mm) in a suitable place for draining out of grey water (made with cement concrete 1:1.5:3 (1 cement: 1.5 sand: 3 graded well burnt brick aggregate 12 mm nominal size) and steel reinforcement(TMT bars ) 6 nos. 8 mm dia in both direction including plastering the exposed surface with 6 mm thick cement mortar 1:3 (1 cement :3 sand) for platform &12 mm cement plaster(1:4) (1 cement :4 sand) for surface drain finished with a floating coat of neat cement complete with all earth work required including refilling etc. complete as per approved drawing (Drawing No-06/CE/ACE/P&DU/DWS/2022-23), specification and direction of Engineer-in-charge.
5
2295
11475
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