Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date25 Sep 2023
Closing Date12 Oct 2023
Tender Amount₹ 44,00,669
Costs
EMD
₹ 88,013Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEDWS_42383_1Bid Award Id
ViewTender No
66/EE/DWS/DMN/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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.
-
-
-
CM' Casing pipe
-
-
-
150 MM DIA
150
197730
1318.2
100 MM DIA
200
121520
607.6
'RS' pipe
-
-
-
100 mm dia
150
142665
951.1
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.
-
-
-
100 mm dia
5
2802
560.4
150 mm dia
5
2946
589.1
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. i) 150 x 100 mm dia
5
5413
1082.6
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
Ii) pea gravels obtained from Golaghat, Assam.
17.5
245954
14054.5
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.
iii) 150 mm dia
10
39095
3909.5
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.
500
23500
47
SH : PUMPING ARRANGEMENT
-
-
-
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 a) 2000 GPH capacity submersible pump with 3 HP submersible Motor
10
477410
47741
Supplying & fitting fixing of B13 (size;- width 450mm x length 1200mm x height 850 mm) fitted with 4 nos support of 75 mmx 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
5
50000
10000
Supplying & fitting fixing of single phase motor starter uni (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
i) 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..
i. 2.50 sqmm
175
36978
211.3
Trial run & commissioning of the scheme in all respect as per direction of the Engineer in Charge
5
5000
1000
SH : PIPELINE AND DOMESTIC CONNECTION
-
-
-
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 dia
6000
525600
87.6
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
a) External work.
-
-
-
ii).40 mm dia. nominal bore
30
20637
687.9
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)
-
-
-
40 mm OD
3500
314300
89.8
50 mm OD
2500
282000
112.8
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.
-
-
-
15 mm dia
500
52400
104.8
40 mm dia
10
3434
343.4
50 mm dia
10
4949
494.9
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 15 mm dia
250
19650
78.6
ii) 40 mm dia
10
1336
133.6
i) 50 mm dia
10
1685
168.5
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
i) 15 mm dia
125
16375
131
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
600
371580
619.3
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
125
14925
119.4
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
1250
71625
57.3
Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
i). 40 mm dia
10
961
96.1
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 nominal bore
75
26880
358.4
ii.15 mm nominal bore
50
19135
382.7
Providing and fixing in position Precast RCC hydrant post enraved with logo of JJM and other necessarry details of size 150 x 150 mm at the bottom & 150 x 150 mm at the top and 1500 mm Long ( made with cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 stone aggregate of 10 mm nominal size) and steel reinforcement ( TMT bars ) 8 mm dia 1200 mm long 4 nos and 8 mm dia stirrup 11 Nos ), 300 mm shall be kept below ground level , embedding the same with in 500 x 500 x 500 mm cement concrete 1 : 5 : 10 ( 1 cement : 5 sand : 10 Stone aggregate of 40 mm nominal size ) as per approved drawing, including plastering the exposed surface with 6 mm thick cement mortar 1 : 4 ( 1 cement: 4 sand ) finished with a floating coat of neat cement ) including providing & embedding 15 mm dia G.I. pipe (medium class) 1250 mm long with necessary GI fittings like elbow 2 Nos, socket 1 no, nipple 300 mm long 1 no, union 1 no etc. and fitting fixing of CI long handle bib cock by welding with GI socket complete with all earth work required including refilling as per CPWD specification and direction of Engineer-in-charge.
125
290375
2323
Providing and fixing in position Precast RCC platform of size 750 x 750 mm x 75 mm with curb of size 60 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 Stone aggregate 20 mm nominal size) and steel reinforcement ( TMT bars ) 6 Nos, 8 mm dia in both direction including plastering the exposed surface with 6 mm thick cement mortar 1 : 4 ( 1 cement: 4 sand ) finished with a floating coat of neat cement ) complete with all earth work required including refilling as per CPWD specification and direction of Engineer-in-charge
125
264000
2112
SH : FENCING WORK AROUND SBDTW
-
-
-
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:
12.5
2895
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
7.5
8830
1177.3
Providing and laying in position cement concrete of
specified grade excluding the cost of centring and
shuttering - All work upto plinth level:
xiii) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size)
7.5
74540
9938.6
Providing structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.
500
53600
107.2
Providing and fixing hard drawn steel wire fabric 75x 25 mm mesh of weight not less than 7.75 Kg per sqm including 25x 5 mm flat M.S beading
100
99159
991.59
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: 12.47.1 Two or more coats on new work
100
12010
120.1
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