Public Works Department Tender
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Costs
EMD
₹ 8,293Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CEDWS_17721_1Bid Award Id
ViewTender No
353/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
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Providing & lowering of UPVC pipe as per IS:12818 after washing of the bore hole by mini drilling rig as per specification and direction of the Engineer - in - charge. A) With contractor's mini rig
-
-
-
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(A)( i) CM Casing Pipe – 100 mm dia
84
-
523.1
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(ii) 150 mm dia
36
-
1129.8
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B) RS Pipe - 100 mm dia
30
-
763.6
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Providing and fixing of UPVC end cap suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer - in - charge. (a) 100 mm dia
1
-
449.5
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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. a) 150 x 100 mm dia
1
-
869.1
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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. (i) with pea gravels obtained from Durgapur, West Bengal
3
-
12275.5
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Providing and fixing of housing clamp ( made with 12 mm thick MS sheet ) by welding with blind pipe including applying of anti-corrosive bituminous tic paint as per specification ( IS : 2800 (part-I)) and direction of the Engineer - in - charge. (a)150 mm dia
1
-
3033.4
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Washing and development of tube well by using hand pump or by any suitable method and testing of the well as per specification and direction of the Engineer - in - charge.
150
-
70.9
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Providing and fixing of well cap (made with 8 mm thick MS sheet) by welding with blind pipe including applying of anti-corrosive bituminous tic paint as per specification (IS: 2800 (part-I)) and direction of the Engineer - in - charge.i) 150mm dia
1
-
472.4
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Loading of stone aggregate, brick aggregate, Gravels etc. by manual means within a lead up to 50 m (a) Pea Gravels.
5
-
56.8
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Unloading of stone aggregate, brick aggregate, Gravels etc. by manual means within a lead upto 50 m (a) Pea Gravel
5
-
29.9
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Providing & lowering of submersible pump of 45 Mtr head with suitable Single phase submersible motor in/c additional 32 mtr. submersible 3 core copper flat cable (2.5mm2 size) along with 40mm GI pipe (medium class) both end welded with 8 mm thick G.I. flange (maximum 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. reducing socket, 50 mm dia non-return Valve etc. complete in respect as per direction of the Engineer-in-charge.
1
-
47741
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Supplying & fitting fixing of B13 (size;- width 450mm x length 1200mm x height 850 mm) fitted with 4 nos support of 75 mm x 75mm (6mm thick) M.S. angle for embedding in 1:2:4 cement concrete base (size 300 mm x 300mmx 600 mm) with proper locking arrangement and coated with anti corrosive paint (both inside and outside ) including necessary provisions for fitting fixing of single phase motor starter unit, main switch, energy meter etc. complete in all respect as per direction of the Engineer in Charge.
1
-
11618
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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/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.
-
-
-
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(a) For 3 Hp Submersible motor
1
-
6365
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Trial run & commissioning of the scheme in all respect as per direction of the Engineering charge.
1
-
1000
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Providing and fixing G.I. pipes medium 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.A)External work:40mm dia
-
-
-
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(a) 15 mm dia. nominal bore
6
-
197.5
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(b) 25 mm dia. nominal bore
6
-
313.2
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(c) 40 mm dia. nominal bore
100
-
432.5
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Providing and fitting fixing of brass full way valve with handle in the GI pipe line including cutting, threading etc. complete as per chapter 20 of CPWD specification and direction of the Engineer – in - charge.
-
-
-
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C) 40 mm dia
2
-
361.5
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C) 40 mm dia
2
-
542.3
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C) 40 mm dia
2
-
703.8
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Providing and fixing G.I. Bend/Elbow in the pipe line in/c. testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer – in - charge.
-
-
-
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a) 15 mm dia :
2
-
90.2
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b) 25 mm dia :
2
-
133.4
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c)40 mm dia :
5
-
281.8
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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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c) 15x15x15 mm dia
2
-
107.8
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c) 25x25x25 mm dia
2
-
181.1
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c) 40x40x40 mm dia
4
-
243.1
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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
a)In all kinds of soil
i)For pipes not exceeding 90 mm dia
1200
-
65.3
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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) i) 40mm OD
1050
-
72.8
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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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i) 15 mm dia
50
-
42.7
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ii) 25 mm dia
100
-
56
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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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i)40X25mm dia
2
-
148.9
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ii)40x15mm dia
2
-
146.6
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iii)25x15mm dia
2
-
109.7
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iv)50x40mm dia
2
-
198.2
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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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i)15 mm dia
2
-
68.8
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ii)25 mm dia
2
-
65.8
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iii)40 mm dia
2
-
99.2
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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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i)15 mm dia
2
-
98.5
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ii)25 mm dia
2
-
167
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iii)40 mm dia
5
-
301.2
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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.
50 mm nominal bore
1
-
2888.8
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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.
2
-
326.6
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Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia 150 mm long
2
-
54.4
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Providing and fixing C. I. Bib cock ( long handle ) as per CPWD specification and direction of the Engineer - in - charge. i)15 mm dia
2
-
87.7
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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
2
-
169.5
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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.
0.25
-
887.5
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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
1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size)
0.25
-
7844.5
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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.
10
-
268.9
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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
1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
0.25
-
9607.7
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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 deformed steel bars
100
-
78.2
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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 ).
2
-
8888.4
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Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-
In cement mortar 1:4 ( 1 cement : 4 fine sand ).
10
-
1187.9
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12 mm cement plaster of mix
In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
50
-
174.8
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Neat cement punning.
50
-
45.1
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Providing and placing on terrace (at ll 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.
4000
-
10
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