Public Works Department Tender
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Costs
EMD
₹ 21,146Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CEDWS_14726_1Bid Award Id
ViewTender No
240/EE/PWD(DWS)/AMB/2020-21Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
a) 2000 GPH capacity submersible pump with 3 HP submersible Motor
6
-
47741
Supplying & fitting fixing of panel box MS Sheet with locking arrangement comprise with starter, main switch busber volt meter selector switch etc. inside the box in/c. service connection within 50.00mt. length from LT line with roof for rain water protection 4(four) nos stand by CC work in all respect as per direction of the Engineer in charge (Excluding the cost of starter and main switch)
10
-
4500
Supplying & fitting fixing of single phase motor starter union (with 2 pole contactor, overload relay, volt meter & amps meter), 32 amps main switch (220 volt ) of Havels/ BCH/L7T make in KIOSK in/c necessary electric wiring and G.I. pipe earthing etc. complete as per direction of the Engineer in Charge.
For 3 Hp Submersible motor
11
-
6365
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 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 Pipe for new work a. In all kinds of soil
-
-
-
i) For pipes not exceeding 90 mm dia
5200
-
65.3
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.
Class - 3 ( working pressure 6.0 kg / cm2)
-
-
-
i) 40 mm OD
3400
-
72.8
Providing and fitting fixing of brass fullway valve with handle in the GI pipe line including cutting, threading etc. Complete as per CPWD specification and direction of the Engineer - in - charge
-
-
-
40 mm dia
15
-
703.8
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i)15 mm dia
102
-
98.5
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
-
-
-
15 mm nominal bore
102
-
326.6
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 15 mm dia
1800
-
42.7
Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge
-
-
-
i. 40 mm dia
15
-
134
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
-
-
-
i.40 x 40 x 40 mm dia
15
-
243.1
Providing and fixing C. I. Bib cock ( long handle ) as per CPWD specification and direction of the Engineer - in - charge
-
-
-
i.15 mm dia
102
-
87.7
Providing and fixing in position Precast RCC hydrant post of size 200 x 200 mm at the bottom & 150 x 150 mm at the top and 1300 mm high ( made with cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 brick aggregate 1st class 20 mm nominal size) and steel reinforcement ( TMT bars ) 8 mm dia 1200 mm long 4 nos and 8 mm dia stirrup 9 Nos ), 500 mm shall be kept below ground level , embedding the same with in 500 x 500 x 500 mm cement concrete 1 : 5 : 10 ( 1 cement : 5 sand : 10 brick aggregate 1st class 40 mm nominal size ) including plastering the exposed surface with 12 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) 1250 mm long with necessary GI fittings like elbow 2 Nos, socket 1 no, nipple 300 mm long 1 no, union 1 no etc. and fitting fixing of CI long handle bib cock by welding with GI socket complete with all earth work required including refilling as per CPWD specification and direction of Engineer-in-charge.
10
-
1322.6
Providing and fixing in position Precast RCC platform of size 1100 x 1100 mm x 100 mm with curb of size 50 x 50 mm keeping an opening of 100 mm long in a suitable place for draining out of water ( made with cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 brick aggregate 1st class 20 mm nominal size) and steel reinforcement ( TMT bars ) 8 Nos, 8 mm dia in both direction including plastering the exposed surface with 12 mm thick cement mortar 1 : 3 ( 1 cement: 3 sand ) finished with a floating coat of neat cement ) complete with all earth work required including refilling as per CPWD specification and direction of Engineer-in-charge
10
-
1670.2
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
-
-
-
i.40 x 40 x 15 mm dia
11
-
214.2
Providing and fixing G.I. socket as per CPWD specification
and direction of the Engineer - in - charge
-
-
-
i.15 mm dia
204
-
68.8
Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge
-
-
-
i.40 mm dia
11
-
82
Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge
-
-
-
i.40 mm dia with 15 mm dia opening
40
-
287.3
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
-
-
-
i.40 x 15 mm dia
40
-
146.6
Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge
A.External work
-
-
-
i.15 mm dia. nominal bore
900
-
197.5
ii.40 mm dia. nominal bore
300
-
432.5
Making road crossing by horizontal boring for smooth laying of UPVC / CI / DI / GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge i.by manual means
250
-
466.8
Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
10000
-
10
First class brick work in foundation and plinth including cost of all materials as required complete
-
-
-
i.In cement mortar 1:3 ( 1 cement : 3 fine sand ).
4
-
9152.8
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
-
-
-
i.15 mm dia
102
-
90.2
Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge
-
-
-
i.15 mm dia 225 mm long
102
-
58.6
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