Public Works Department Tender
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Costs
EMD
₹ 68,067Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Sinking Of 03 Nos. Sbdtw By Contractor Mini Rig Providing Of Distribution Pipe Line , Electrical Accessories, Construction Of Masonry Chamber At East Side Of Manu River Under Kumarghat Rd Block Within The Jurisdiction Of Dws Sub-division Kumarghat
Description
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Contact
Tender Id
2024_CEDWS_53596_1Bid Award Id
ViewTender No
DNIeT No_129/EE/DWS/KD/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 mini drilling rig as perspecification and direction of the Engineer - in - charge.
A. with contractor's mini rig
i. 150 mm dia
315
439205
1394.3
B) UPVC 'RS' Pipe.
ii) 150mm dia.
315
579884
1840.9
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. 150 mm dia
3
1767
589.1
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
i. with pea gravels obtained from Golaghat, Assam.
49.47
686441
13875.9
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.
3
11729
3909.5
Supplying and installation of water lubricated subermissible pump having capacity upto 2000 GPH at total head of 45 mtr. Coupled with submerssible motor suitable for 240 volts (+10% verification) single phase along with 35 mtr long 2.5 sqm, PVC insulated 3 core flat cable conforming to IS code 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.
i) 2HP 230V 50HZ Borewell (Crompton Make)
1
55331
55331.32
ii) 3HP 230V 50HZ Borewell (Crompton Make)
2
130773
65386.51
Supplying and fitting fixing of M.S.(18 SWG) ‘KIOSK’ (size:- width450mm x Length 1200mm x height 850mm) fitted with 4 Nos. support of 75mm x 75mm (6mm thick) M.S. angle for embedding in 1:2:4 cement concrete base (size 300mm x 300mm x 600mm) 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.
3
34854
11618
Supplying & fitting fixing of single phase motor starter/panel 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 including necessary electric wiring and GI pipe earthing etc. complete as per direction of the Engineer-in-charge.For 3 HP submersible motor.
3
23255
7751.66
Trial run & commissioning of the scheme in all respect as per direction of the Engineer-in-Charge.
3
3000
1000
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
5
1158
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.
2
2355
1177.3
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
All work upto plinth level
i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
4.01
45570
11355.7
Half brick masonry work with second class bricks in foundation and plinth including cost of all materials required as required complete:-
a) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
5.4
6273
1161.7
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. -All kinds of soil
3.35
540
161.3
Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.
180
19728
109.6
Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of "L" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants, as required and as per direction of the Engineer-in-charge.
21.6
21801
1009.3
12mm cement plaster of mix
a) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
5.4
1211
224.2
6 mm cement plaster of mix :
a) Cement mortar 1:4 (1 cement : 4 fine sand)
6.75
1513
224.2
Neat cement punning.
6.75
383
56.8
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an evenshade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]:
a) Two or more coats on new work over an under coat of suitable shade with ordinary paint (primer) of approved brand and manufacture
51.6
7967
154.4
Lettering with black Japan paint of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer].
450
1620
3.6
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 pipes in new work
a. In all kinds of soil
i. For pipes not exceeding 90 mm dia
1458
127721
87.6
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 Eng-in-charge .
i) By manual means
10.5
6503
619.3
Cutting of bituminous road (30cm. average depth) taking good he same i/c. supply of extra quantities of average blinding materials and bitumen required A. Brick (jhama) aggregate
21
3798
180.85
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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
A. Class - 3 ( working pressure 6.0 kg / cm2)
i. 40 mm OD
750
67350
89.8
ii. 50 mm OD
300
33840
112.8
Providing and laying of flexible PVC pipe ( confirming 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) 15 mm dia
300
17190
57.3
ii) 20 mm dia
36
2372
65.9
iii) 25 mm dia
36
2689
74.7
iv) 32 mm dia
36
2999
83.3
Providing and fixing G.I. pipes medium class as per IS : 1239 with latest amendment complete with GI 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
30
7620
254
ii) 20 mm dia. nominal bore
30
9084
302.8
iii) 40 mm dia. nominal bore
54
29651
549.1
iv) 50 mm dia. nominal bore
120
78468
653.9
Providing & fitting fixing of MS flange ( 8 mm wall thickness ) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge.
i) 50 mm dia
12
3413
284.4
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 dia. nominal bore
30
10752
358.4
Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.
i) 40 mm dia dia with 15 mm dia opening
15
5441
362.7
ii) 50 mm dia dia with 15 mm dia opening
15
5771
384.7
Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer-in-charge i) 15 mm dia 75 mm long.
30
1923
64.1
ii) 20 mm dia 75 mm long.
6
492
82
iii) 25 mm dia 150 mm long
6
582
97
Providing and fixing G.I bend / elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineering-in-charge.
i) 15 mm dia
30
3144
104.8
ii) 20 mm dia
6
778
129.6
iii) 25 mm dia
6
952
158.7
iv) 40 mm dia
12
4121
343.4
v) 50 mm dia
12
5939
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.
i. 40 x 40 x 40 mm dia
6
1736
289.3
ii. 50 x 50 x 50 mm dia
6
2420
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.
i. 40 x 40 x 15 mm dia
6
1517
252.9
ii. 50 x 50 x 15 mm dia
6
2045
340.8
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.
i. 50 x 40 mm dia
6
1389
231.5
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
i. 15 mm dia
30
2358
78.6
ii) 20 mm dia
10
830
83
iii) 25 mm dia
10
902
90.2
ii. 40 mm dia
6
802
133.6
iii. 50 mm dia
6
1011
168.5
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
i. 15 mm dia
30
2955
98.5
ii. 40 mm dia
6
1807
301.2
iii. 50 mm dia
6
2300
383.4
Providing and fitting fixing of brass fullway 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.
i) 15 mm dia
6
2735
455.9
ii) 20 mm dia
6
3655
609.2
iii) 25 mm dia
6
4093
682.2
iv) 40 mm dia
12
10624
885.3
v) 50 mm dia
6
6644
1107.3
Providing and fixing Gun Metal non-return valve (Horizontal) of approved quality as per CPWD specification and direction of the Engineer - in - charge.
i) 40 mm dia.
6
6360
1060
Constructing masonry Chamber 30x30x50 cm, inside , in brick work in cement mortar 1:4 (1 cement :4 fine sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 ( 1 cement :5 fine sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design :
A. With Second Class bricks
12
30438
2536.5
Providing and fitting fixing of Precast RCC hydrant post casted inside 100 mm X 100 mm size and 1100mm hight made with reinforced Cement concrete 1:2:4 ( 1 cement : 2 sand : 4 brick aggregate 1st class 20 mm nominal size) and steel reinforcement (TMT Bar 8mm dia long bar and 8mm dia stirrups 300mm shall be kept below emd embedding 15 mm dia GI pipe 1300 mm long with necessary GI fittings like elbow 2 Nos, socket 1 no, nipple 150 mm long 1 no, union 1 no etc. and fitting fixing of CI long handle bib cock with GI socket and RCC platform (1100 X 1100 mmx 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 ) 7 Nos, 8 mm dia in both direction including plastering the exposed surface with 6 mm thick cement mortar 1 : 3 ( 1 cement: 3 sand ), finished with a floating coat of neat cement ) painting , logo mark ,etc.complete with all earth work required including refilling as per CPWD specification and direction of Engineer-in-charge.
30
189000
6299.99
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