Public Works Department Tender
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Costs
EMD
₹ 19,310Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEDWS_41336_1Bid Award Id
ViewTender No
59/EE/PWD(DWS)/AMB/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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BOQ Items
Washing and development of tube well by using hand pump or by any suitable method and testing of wall as per specification and direction of the Engineer-in-charge.
300
21270
70.9
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 (required 40 mm dia GI pipe will be supplied by the Dept. at free of cost)
4
124192
31047.9
Repair and maintenance of submessible Motor suitable for submerssible pumpset by complete dismantling in/c providing & fitting fixing of PVC ( IS : 8783-1978 ) insulated electro grade copper ( IS : 613-1984 ) conductor winding in stator & all necessary spare parts and reassembling the same including servicing of rotor & necessary trial run as per specification and direction of the Engineer-in-charge.
-
-
-
i. 1.0 HP Motor suitable for 1000 GPH capacity submerssible pumpset
5
20202
4040.3
ii. 2.0 HP Motor suitable for 2000 GPH capacity submerssible pumpset
30
141360
4712
iii. 3.0 HP Motor suitable for 1000 GPH capacity submerssible pumpset
5
25717
5143.3
Repairing of single phase motor starter in/c necessary electric wiring as per direction of the Engineer-in-charge.
10
26000
2600
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
42921
4292.1
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
10
51370
5137
Supplying & fitting fixing of panel box of MS sheet with locking arrangement comprises with starter, main switch, busber voltmeter, selector switch etc. inside the box in/c sercice connection within 50mtr length from LT line with roff for rain water protection and 4(four) noos. stand by CC works in all respect as per direction of the Engineer-in-charge.
2
9000
4500
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 including necessary electric wiring and GI pipe earthing etc. complete as per direction of the Engineer-in-charge.For 3 HP submersible motor.
5
31825
6365
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
100
13750
137.5
Excavating trenches of required width for pipes, cables etc. Including excavation for sockets, dressing of sides where required, ramming of bottoms, depth up to 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 CPWD specification and direction of the Engineer-in-charge.A)For UPVC pipes in new work
a) In all kind of soil.
i) For pipes not exceeding 90 mm dia.
800
52240
65.3
Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i. 40mm dia
10
7038
703.8
ii. 50mm dia
2
1761
880.5
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i. 15 mm dia
10
985
98.5
ii. 25mm dia
8
1336
167
iii. 40mm dia
10
3012
301.2
iv. 50mm dia
3
1150
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. (By manual means)
30
14004
466.8
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. 25x15 mm dia
5
549
109.7
ii. 40x15 mm dia
10
1466
146.6
iii. 40x25 mm dia
5
745
148.9
iv. 50x25 mm dia
2
394
197
v. 50x40 mm dia
2
396
198.2
Providing and fixing GI pipes of 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
12
2370
197.5
ii) 80 mm dia. Nominal bore
12
3758
313.2
iii) 50 mm dia. Nominal bore
12
6190
515.8
iv) 40 mm dia Nominal bore.
45
19463
432.5
Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge.
-
-
-
ii.50 mm nominal bore
2
5778
2888.8
Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i. 40mm dia
5
670
134
ii. 50mm dia
2
315
157.5
Providing and fixing GI 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
5
451
90.2
ii. 25mm dia
5
667
133.4
iii. 40mm dia
2
564
281.8
iv. 50mm dia
2
805
402.5
Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i. 40x40 mm dia
5
965
192.9
ii. 50x50 mm dia
2
434
217.1
Providing and fixing GI 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.
3
323
107.8
ii. 25x25x25 mm dia
3
543
181.1
iii. 40x40x40 mm dia
3
729
243.1
Providing and fixing GI Unequal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
i. 25x25x15 mm dia.
3
459
153
ii. 40x40x25 mm dia
3
650
216.8
iii. 40x40x15 mm dia
5
1071
214.2
Providing and fixing GI Socket as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
i) 15 mm dia. (1x2 Nos. =02 Nos.)
20
1376
68.8
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
10
544
54.4
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 nominal bore
20
5926
296.3
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.
-
-
-
i. 40mm OD
600
43680
72.8
ii. 50mm OD
50
4625
92.5
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.
100
4270
42.7
ii. 25 mm dia.
50
2800
56
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
25
661
26.45
Excavating holes upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each 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 kind of soil
6
769
128.1
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
848
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.
1.2
1065
887.5
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)
1
7845
7844.8
Centering shuttering including struttings, propping etc. and removal of form work for:
5.9.1.1 Foundations, footings, bases for columns etc. for mass concrete with timber plank
10
2689
268.9
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)
1.5
14412
9607.7
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
110
8602
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 ).
1.5
13333
8888.4
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
11879
1187.9
12 mm cement plaster of mix
In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
20
3496
174.8
Neat cement punning
20
902
45.1
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