Public Works Department Tender
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Costs
EMD
₹ 85,185Document Cost
₹ 2,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CEDWS_18269_1Bid Award Id
ViewTender No
DNIeT-49/SE/DWS/C/AMB/2021-22Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
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Documents
BOQ Items
from 100 mm dia pilot hole to 250 mm bore hole
1814.75
-
412.8
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.
-
-
-
1) UPVC 'CM' casing pipes
ii)150 mm dia
691.39
-
1062.3
iii) 100 mm dia
431.97
-
489.5
2) UPVC 'RS' pipes
ii) 100 mm dia
691.39
-
771.3
Providing and fixing of UPVC end cap / well cap suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer - in - charge.
-
-
-
i) 100 mm dia
17
-
449.5
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
17
-
869.1
Providing and fixing of housing clamp ( made with 12 mm thick MS sheet ) along with well cap (made with 10 mm thick MS sheet ) with necessary arrangements for SBDTW as per specification and direction of the Engineer - in - charge.
-
-
-
i)150 mm dia
17
-
3033.4
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.
-
-
-
A. with contractor's rig
with pea gravels obtained from Durgapur, West Bengal.
59.5
-
12275.5
Washing & development of Tube Well by using hand pump or by any suitable method & testing of the well as per specification & direction of the Engineer in charge
1814.75
-
70.9
Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), tripple pole with Neutral link (TPN), current range 100 amps, 415/500 volt, L&T/Havells/HPL make etc complete as per specification and direction of the Engineer-in-charge.
-
-
-
iI) 32 amps (SBDTW)
17
-
4294.1
Providing and fitting fixing Single phasing preventor+selectable under voltage +selectable over voltage on delay 5 sec & off delay 15 sec phase asymmetry 10% L & T /BCH/HAVELS/Siemens etc. make complete as per specification and direction of the Engineer-in-charge.
17
-
1664.2
Supplying & fitting fixing of panel box of M.S. sheet with locking arrangement comprise with starter , main Switch, busber Volt Meter selector switch etc. inside the box in/c. service connection within 50.00 mtr. length from LT line with roof for rain water protection and 4(four) nos. stand by c.c. work in all respect as per direction of the Engineer in Charge (excluding the cost of starter and main switch).
17
-
4500
Supplying and installation of water lubricated subermissible pump of Duke make(Model No. DSP4RFH05) having capacity 2000 GPH at total head of 45 mtr. Coupled with submerssible motor suitable for 240 volts (+10% verification) single phase 50 HP. AC suppluy DOL starting method to run at 2880 RPM along with 35 mtr. 2.5sqm, PVC insulated 3 core flat cable conforming to IS code and cable in/c fitting , fixing and lowering 40 mm dia GI pipe upto 100 ft.(30 mtr) etc. complete as per direction of the Engineer-in-charge.
17
-
31047.9
Providing & fitting fixing of different capacity 230 volt, single phase submersible pump starter BCH/L&T,AB make as per specification & direction of the Engineer-in-charge.
i) 2 HP
17
-
5137
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.2.50 sqmm
510
-
137.5
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.
-
-
-
For UPVC pipes in new work
a)In all kinds of soil
i)For pipes not exceeding 90 mm dia
13600
-
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. A) Class - 3 ( working pressure 6.0 kg / cm2)
-
-
-
i)40 mm OD
11900
-
72.8
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)15mm Dia
1700
-
42.7
Making road crossing by horizantal boaring for smoothly lating of UPVC/CI/DI/GI pipe etc of requiered dia complete as per specification &direction of the Engineer in charge.
-
-
-
B)By manual means
1020
-
466.8
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
51
-
90.2
iii)40 mm dia
102
-
281.8
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.
-
-
-
ii)40x15mm dia
85
-
146.6
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)15x15x15 mm dia
51
-
107.8
iii)40X40X40 mm dia
85
-
243.1
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.
-
-
-
i)15 mm dia
119
-
97.3
Providing & fixing GI full way valve as per CPWD specification & direction of the Engineer in charge.
-
-
-
i)40mm dia
51
-
374.8
iii) 15mm dia
51
-
170.6
Providing & fixing bruss ferrule with CI cover conforming t0 IS:2692 in/c boaring and taping the main as per chapter 20 of CPWD specification and direction of Engineer in charge.
i) 10 mm nominal bore
102
-
296.3
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i)15 mm dia
340
-
68.8
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i)15 mm dia
102
-
98.5
iii)40 mm dia
85
-
301.2
Providing & fixing GI Nipple of medium class as per chapter 20 of CPWD specification and direction of Engineer in charge.
-
-
-
(i) 15mm dia 75mm long
51
-
50.2
(ii) 15mm dia 225mm long
51
-
58.6
Providing & fixing GI pipes medium class as per IS 1239 with latest ammedment complete GI fitting in/c trenching & refilling cutting & making good the well etc. complete sa per CPWD specification & direction of the Engineer in charge.
A. External Work
i) 40 mm dia nominal bore
510
-
432.5
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.
25500
-
10
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
59.5
-
169.5
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.
3.4
-
887.5
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering.
1:5:10 ( 1 Cement: 5 fine sand : 10 graded well burnt brick aggregate 40 mm nominal size)
All work upto plinth level
5.1
-
7288.4
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement.
All work upto plinth level
1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
5.1
-
9306.1
Centering shuttering including struttings, propping etc. and removal of form work for Foundations, footings, bases for columns etc. for mass concrete with timber plank
238
-
268.9
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.
Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars
765
-
78.2
First class brick work in foundation and plinth including cost of all materials as required complete:-
In cement mortar 1:4 ( 1 cement : 4 fine sand ).
47.6
-
8888.4
12 mm cement plaster of mix
In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
340
-
174.8
Neat cement punning.
340
-
45.1
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