Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date30 Aug 2024
Closing Date6 Sep 2024
Tender Amount₹ 15,37,610
Costs
EMD
₹ 30,752Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Maintenance Of Pipeline, Starter, Repairing Of Submersible Pump And Motor Etc. Of Existing Sbdtw Schemes At Different Locations Under Hrishyamukh Rd Block Area Within Dws Sub-division Belonia During The Year 2024-25.
Description
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Contact
Tender Id
2024_CEDWS_51930_1Tender No
35/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
i) 2.0 HP Motor suitable for 2000 GPH capacity submerssible pumpset
20
135898
6794.9
ii) 3.0 HP Motor suitable for 2000/2500 GPH capacity submerssible pumpset
15
111678
7445.2
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.
50
150000
3000
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.
15
286815
19120.97
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.
30
160022
5334.07
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
10
52660
5266
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
150
31695
211.3
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.
-
-
-
a) 15 mm dia
10
1048
104.8
b) 25 mm dia
10
1587
158.7
c) 40 mm dia.
10
3434
343.4
d) 50 mm dia.
10
4949
494.9
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.
-
-
-
a) 15 x 15 x 15 mm dia
10
1230
123
b) 25 x 25 x 25 mm dia
10
2129
212.9
c) 40 x 40 x 40 mm dia.
10
2893
289.3
d) 50 x 50 x 50 mm dia.
10
4034
403.4
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 15 mm dia
10
786
78.6
ii) 40 mm dia
10
1336
133.6
iii) 50 mm dia
10
1685
168.5
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 15 mm dia
10
1310
131
ii) 40 mm dia
10
3871
387.1
iii) 50 mm dia
10
4905
490.5
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.
a) 50 x 40 mm dia.
-
-
-
i) 25x15 mm dia
10
1244
124.4
ii) 40x15 mm dia
10
1692
169.2
iii) 40x50 mm dia
10
2315
231.5
iv) 40x25 mm dia
10
1721
172.1
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
2000
179600
89.8
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).
-
-
-
i) 15 mm dia
1000
57300
57.3
ii) 25 mm dia
1000
74700
74.7
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
1923
64.1
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
5520
110.4
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 90 mm dia
4000
156800
39.2
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.
10
14180
1418
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.
10
22950
2295
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