Public Works Department Tender
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Costs
EMD
₹ 39,637Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CEDWS_1986_1Bid Award Id
ViewTender No
34/EE/PWD(DWS)/AMB/2018-19Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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from 100 mm dia pilot hole to 250 mm bore hole
1000.81
-
318
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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
-
-
-
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150 mm dia
300
-
1059
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100 mm dia
400
-
483.5
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2) UPVC 'RS' pipes
100 mm dia
300
-
764.7
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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.
-
-
-
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100 mm dia
10
-
445
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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.
-
-
-
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150 x 100 mm dia
10
-
866.7
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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.
-
-
-
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150 mm dia
10
-
2421.7
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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
-
-
-
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with pea gravels obtained from Durgapur, West Bengal.
40
-
9434.9
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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
1000
-
52.6
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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).
10
-
4500
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Providing & lowering of submerssible pump of 45 Mtr head with suitable Single phase submerssible motor in/c additional 32 mtr. submersible 3 core coper flat cable (2.5mm2 size) along with 40mm GI pipe (medium class) both end welded with 8 mm thick G.I. flange (miximum length of each column pipe is 3 mtr and total 21 mtr long column assembly) in/c. fitting fixing of necessary rubber insertion, 900 G.I. single end flange bend, GI flange short piece, G.I. tailpiece and 100mmx 40 mm G.I. reduing socket, 100 mm dia C.I. non-return Valve etc. complete in respect as per direction of the Engineer-in-charge.
-
-
-
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2000 GPH capacity submersible pump with 3 HP submersible Motor
10
-
47741
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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/L7T make in KIOSK in/c necessary electric wiring and G.I. pipe earthing etc. complete as per direction of the Engineer in Charge
-
-
-
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For 3 Hp Submersible motor
10
-
6365
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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-in-charge.
32 Amps
10
-
3535.3
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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 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
-
-
-
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a)In all kinds of soil
For pipes not exceeding 90 mm dia
5750
-
50.5
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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.
-
-
-
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15 mm dia. nominal bore
60
-
153.8
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40 mm dia. nominal bore
600
-
341.4
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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)
-
-
-
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40 mm OD
4000
-
68.9
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50 mm OD
1000
-
88.5
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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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15mm Dia
450
-
38.3
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25mm Dia
300
-
50.5
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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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15 mm dia
100
-
67.5
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40 mm dia
20
-
253.8
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50 mm dia
20
-
374.8
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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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40X40X40 mm dia
10
-
154.7
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40X40X40 mm dia
10
-
215.2
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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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40X25mm dia
10
-
108.9
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50X25mm dia
10
-
151.2
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50X40mm dia
10
-
152.5
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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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15 mm dia
150
-
46.2
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40 mm dia
20
-
91.2
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50 mm dia
20
-
119.5
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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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15 mm dia
50
-
71.9
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40 mm dia
10
-
173.8
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50 mm dia
10
-
244.1
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Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge.
-
-
-
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50 mm nominal bore
10
-
2921.2
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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.
-
-
-
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15 mm dia
50
-
302.1
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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.
-
-
-
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50mm dia
20
-
636.6
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Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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15 mm dia 150 mm long
50
-
65.7
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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.
-
-
-
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15 mm dia PVC /plastic bib cock
50
-
62.6
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Excavating holes upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layer not exceeding 20 cm in depth, including consolidating eac deposited layer by ramming, watering etc, disposing of surplus excavated soil; as directed within a lead of 50 m and lift upto 1.5 m.
-All kinds of soil
50
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126.2
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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
25
-
150.1
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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
1.25
-
615.7
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work upto plinth level
-
-
-
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1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size)
5
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5548.7
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Centering shuttering including struttings, propping etc. and removal of form work for Foundations, footings, bases for columns etc. for mass concrete with timber plank
80
-
226.1
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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
-
-
-
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1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
12
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7015.5
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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 formed steel bars
1100
-
59.7
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First class brick work in foundation and plinth
including cost of all materials as required complete:-
-
-
-
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In cement mortar 1:4 ( 1 cement : 4 fine sand ).
18.75
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5408.6
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Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-
-
-
-
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In cement mortar 1:4 ( 1 cement : 4 fine sand ).
125
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717.7
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12 mm cement plaster of mix
In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
200
-
150.5
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Neat cement punning.
200
-
44.3
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