Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date5 Oct 2024
Closing Date18 Oct 2024
Tender Amount₹ 12,09,566
Costs
EMD
₹ 24,191Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Construction Of 2 (two) Nos Sbdtw, Laying Of Various Dia Pipe Lines, Installation Of Submersible Pump Motor Set In/c Other Allied Works At Hqr. 14th Bn Tsr, Hichacharra Under Dws Sub-division Jolaibari During The Year 2024-25 (deposit Work).
Description
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Contact
Tender Id
2024_CEDWS_53721_1Bid Award Id
ViewTender No
41/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
Providing & lowering of UPVC pipe as per IS:12818 after washing of the bore hole by manual means as per specification and direction of the Engineer - in - charge.
-
-
-
A.'CM' Casing pipe
i) 150 mm
60
79092
1318.2
A.'CM' Casing pipe
ii) 100 mm
78
47393
607.6
B.'RS' pipe
i) 100 mm dia
60
57066
951.1
Providing and fixing of UPVC reducer suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer - in - charge.
i. 150 x 100 mm dia
2
2165
1082.6
Providing and Shrouding of the deep tube well assembly with washed pea gravels ( 2.0 - 4.75 mm effective size ) as per specification ( IS : 4097) and direction of the Engineer - in - charge.
i) Pea gravels obtained from Durgapur, West Bengal.
8.5
121669
14314
Development & washing the tube well by using Air Compressor (disel operated) until sand free water is available as per direction of the Engineer - in - charge.
2
6000
3000
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of Soil.
2
463
231.6
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
0.28
330
1177.3
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
A) All work upto plinth level
i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
1.82
19552
10742.6
Supplying and fitting fixing of submersible pump of 2000 GPH capacity, 45 mtr head with motor of 3 HP/ required capacity, single phase including 40 mm dia 30.00 mtr heavy duty GI pump assembly and reducing socket, delivery band 90 degree non-return valve and fitting etc. as per direction of the Engineer-in-charge.
a) 2000 GPH capacity submersible pump with 3 HP submersible Motor
2
47960
23980
Supplying & fitting fixing of single phase motor starter unit (with 2 pole contactor, overload relay, volt meter & amps meter) 32 amps main switch (220 volt) of Havels/BCH/L&T make in KIOSK in/c necessary electric wiring and G.I pipe earthing etc complete as per direction of the Engineer-in-charge.
i) For 3 HP Submersible motor
2
12730
6365
Providing and fitting fixing of Moulded Case Circuit Breaker (MCCB) of different Thermal release range , 415 + V, 50Hz (L & T, BCH, ABB make) as per specification and direction of the Engineer-in-charge.
i) 25-32 Amps
2
10599
5299.3
Providing and fixing gun metal non-return valve (screwed end) conforming to IS : 778 as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
A) Horizontal.
-
-
-
i) 50 mm nominal bore
2
1870
935
ii) 40 mm nominal bore
2
1250
625
Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 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 Chapter - 2 of CPWD specification and 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
2600
227760
87.6
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
1640
147272
89.8
ii)50 mm OD
600
67680
112.8
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 anf fitting will be paid separately)
i) 15 mmdia
360
20628
57.3
Supplying and fitting fixing of KIOSK( size:- width 450xlength 1200x height 850 mm) fitted with 4 Nos support Support of 75x75 mm ( 6 mm thick) M.S angle for embedding in 1:2:4 cement concrete base ( size:- 300mm x 300 mm x500 mm ) with proper locking arrangement and coateds with anti-corrosive paint ( both inside and outside) including necessary provision for fitting fixing of single phase motor starter, Main switch, Energy metre etc. complete in all respect as per direction of the Engineer - In - Charge.
2
20000
10000
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.
42
4402
104.8
b) 40 mm dia
8
2747
343.4
c) 50 mm dia
4
1980
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) 40 x 40 x 40 mm dia.
4
1157
289.3
b) 50 x 50 x 50 mm dia.
4
1614
403.4
Providing and fixing G.I. unequal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
a) 40 x 40 x 15 mm dia.
16
4046
252.9
b) 50 x 50 x 40 mm dia.
4
1380
345.1
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.
4
926
231.5
Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in - charge
i) 10 mm nominal bore
20
7168
358.4
Providing and fixing G.I socket as per CPWD specification and direction of the Engineer-in-charge. i) 15 mm dia
20
1572
78.6
Providing and fixing G.I Nipple of medium class as per CPWD specification and direction of the Engineer-in-charge.
i) 15 mm dia and 150 mm long
20
1372
68.6
Providing and fixing G.I union as per CPWD specification and direction of the Engineer-in-charge.
i) 15 mm dia.
20
2620
131
Providing and fitting fixing PVC/ plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge
B. by manual means
20
2388
119.4
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 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.
20
28360
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.
20
45900
2295
Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
a) 40 mm dia.
4
1882
470.4
b) 50 mm dia.
4
2097
524.2
Providing and fitting fixing with PVC insulated 3 core flat Copper cable conforming 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
72
15214
211.3
Providing and fixing C. I. Bib cock ( long handle ) as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia
4
442
110.4
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