Public Works Department Tender
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Costs
EMD
₹ 37,609Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CEDWS_18869_1Bid Award Id
ViewTender No
DNIeT No_77/EE/DWS/KD/2021-22Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
ii) 100mm dia.
234
-
489.5
B) 'RS' Pipe.
i) 100mm dia.
183
-
771.3
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.
i. 100 mm dia
6
-
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.
ii. 150 x 100 mm dia
6
-
869.1
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 Durgapur, West Bengal.
24
-
12275.5
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.
6
-
3033.4
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.
600
-
70.9
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.
A. For UPVC pipes in new work. a. In all kinds of soil
i) For pipes not exceeding 90 mm
8640
-
65.3
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 CPWD specification and direction of the Engineer - in - charge.
A. External Work
i. 40 mm dia. nominal bore
36
-
432.5
ii. 50 mm dia. nominal bore
36
-
515.8
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 in/c 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 dia
3600
-
72.8
ii. 50 mm OD
1200
-
92.5
iii. 90 mm OD
540
-
220.1
Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.
i. 80 mm dia
A. PN - 1.6
12
-
3417.6
Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part 6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
i. 90 mm dia
24
-
313.2
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. i) 40 mm dia
15
-
703.8
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.
ii) 40 mm dia
10
-
281.8
ii) 150 mm dia
10
-
402.5
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
-
243.1
ii. 50 x 50 x 50 mm dia
6
-
334.3
iii. 80 x 80 x 80 mm dia
6
-
707.2
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
8
-
214.2
ii. 50 x 50 x 15 mm dia
8
-
284.3
iii. 80 x 80 x 40 mm dia
8
-
607.7
iv. 80 x 80 x 50 mm dia
8
-
609.1
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
10
-
198.2
ii. 80 x 50 mm dia
10
-
336.1
iii. 80 x 40 mm dia
10
-
335
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
ii. 40 mm dia
10
-
99.2
iii. 50 mm dia
10
-
127
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
i.40 mm dia
10
-
301.2
ii. 50 mm dia
10
-
383.4
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. B. by manual means
300
-
309.4
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. 15 mm dia
3300
-
42.7
Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
i. 10 mm dia
200
-
296.3
Constructing masonry Chamber 90 x 90 x 100 cm, inside with brick work in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside ) with chained lid and RCC top slab 1 : 2 : 4 mix ( 1 cement : 2 fine 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 40 mm nominal size ) and inside plastering with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design, CPWD specification and direction of the Engineer - in - charge.
A. With 1st class bricks.
15
-
14128.5
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)
2.7
-
9306.1
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching ,refilling & testing of joints complete as per direction of Engineer in Charge.
External work
19.9.1) 15 mm nominal outer dia .Pipes.
900
-
160.7
Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.
External work
i) 40 mm dia with 15 mm dia opening
200
-
419.4
ii) 50 mm dia with 15 mm dia opening
100
-
468.5
iii. 90 mm dia with 15 mm dia opening
30
-
355.3
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 PVC /plastic bib cock
330
-
97.3
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
25
-
180.85
Providing & lowering of submersible pump of 45 Mtr head with suitable Single phase submersible 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 (maximum length of each column pipe is 3 mtr and total 21 mtr long column pipe is 3 mtr and total 21 mtr long column assembly) in/c fitting fixing of necessary rubber insertion, 90' G.I.single end flange bend, GI flange short piece, G.I. tailpiece and 100mmx40mm G.I. reducing socket, 100 mm dia C.I. non-return Valve etc. complete in respect as per direction of the Engineer-in-charge.
a) 2000 GPH capacity submersible pump with 3HP submersible Motor.
6
-
47741
Supplying & fitting fixing of B 13 (size:- width 450 mm x length 1200 mm x height 850 mm) fitted with 4 nos. support of 75 mm x 75 mm (6 mm thick) MS angle for embedding in 1:2:4 cement concrete base (size 300 mm x 300 mm x 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.
6
-
10000
Supplying & fitting fixing of single phase motor starter unit (with 2 pole contractor, overload relay, volt meter & amps meter) 32 amps main switch (220 volt) of Havels/BCH/L&T make KIOSK in/c necessary electric wiring and G.I. pipe earthimg etc. complete as per direction of the Engineer-in -Charge.
For 3HP Submersible motor
6
-
6365
Trial run & commissioning of the scheme in all respect as per direction of the Engineer-in-Charge.
6
-
1000
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