Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date27 Aug 2024
Closing Date12 Sep 2024
Tender Amount₹ 70,81,623
Costs
EMD
₹ 1,41,632Document Cost
₹ 4,000Tender Fee
Refer Documents
Summary
Construction Of 11 Nos Sbtw, Laying Pipe Lines, Installation Of Submersible Pump Motor And Other Allied Works At Different Locations Of Hrishyamukh Block Under Dws Sub-division, Belonia During The Year 2024-25 (gr-i)
Description
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Contact
Tender Id
2024_CEDWS_51751_1Bid Award Id
ViewTender No
13/DNIeT/EE/DWS/BLN/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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BOQ Items
A.'CM' Casing pipe
i) 150 mm
402.6
530707
1318.2
A.'CM' Casing pipe
ii) 100 mm
371.8
225906
607.6
B.'RS' pipe i) 100 mm dia
402.6
382913
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.
-
-
-
i. 100 mm dia
11
6164
560.4
ii. 150 mm dia
11
6480
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
11
11909
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.
i) Pea gravels obtained from Durgapur, West Bengal.
44
629816
14314
Providing and fixing of housing clamp(made with 12 mm thick MS sheet) by welding with blind pipe including applying of anti-corrusive bitumastic paint as per specification and direction of the Engineer-in- charge.
i)150 mm dia
11
43005
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.
1210
56870
47
Supplying and fitting fixing of submersible pump of 2000 GPH capacity, 45 mtr head with motor of 3 HP required capacity single phase including 40 mm dia 30.00 mtr heavy duty GI pipe assembly and reducing socket, delivery bend 90 non return valve and fitting etc as per direction of the Engineer-in-charge.
11
263780
23980
Supplying and fitting fixing of M.S (18 SWG)'' KIOSK'' (Size-Width=450 mm X length=200 mm X height=850 mm) fitted with 4 Nos. support of 75 mm X 75 mm X 8 mm M.S angle of embeding in 1:2:4(1 cement :2fine sand:4 graded well burnt brick aggreagate of 20 mm nominal size) cement concrete base of (size 300 mm X 300 mm X 600mm) with proper locking arrangement and coated with anti-corressive paint( both inside and out side) including necessary provisions for fitting fixing of single phase motor starter unit, main swith, energy meter etc. complete in all respect as per direction of the engineer in-charge.
11
49500
4500
Supplying and fitting fixing of single phase starter unit(With 2 pole contactor overload relay, Voltmeter & Amps meter, 32 Amps main switch, (220 volt) of Havels/ BCH/ L&T make in KIOSK including necessary electric wiring ang GI pipe earthing etc. complete as per direction of the engineer in charge.(3 HP Motor)
11
70015
6365
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 Engineerin-
charge.
i) 63 amps
11
67360
6123.6
Trial run and commissioning of the SBDTW Scheme in all respect as per direction of the engineer in charge
11
11000
1000
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 - A)for UPVC pipes in new work a)In all kinds of soil i)For pipes not exceeding 90mm dia
13200
1156320
87.6
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 dia
6600
592680
89.8
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.
40mm OD
77
12397
161
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 OD
44
4228
96.1
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.
40 X 40 mm
66
15312
232
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
3850
220605
57.3
iii) 25 mm dia
2750
205425
74.7
Providing and fixing G.I. un-equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
a) 25 x 25 x 15 mm dia.
22
3916
178
c) 40 x 40 x 25 mm dia.
22
5628
255.8
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.
-
-
-
b) 25 x 15 mm dia.
22
2737
124.4
c) 40 x 25 mm dia.
22
3786
172.1
Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement andmaking necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
5500
67100
12.2
Providing and fixing in position Precast RCC hydrant post of size 100 mm dia ( made with reinforced cement concrete 1 : 1.5 : 3 ( 1 cement : 1.5 fine sand : 3 graded well burnt brick aggregate 1st class 12 mm nominal size) and steel reinforcement ( TMT bars )3 nos 8 mm dia 950 mm long and 7 Nos 6 mm dia ties including plastering the surface with 6 mm thick cement mortar 1 : 3 ( 1 cement: 3 sand ) finished with a floating coat of neat cement including providing & embedding 15 mm dia G.I. pipe (medium class as per IS : 1239 ) with necessary GI fittings like 2 Nos elbow, 1 no socket, 2 nos nipple 225 mm long and fitting fixing of PVC bib cock with GI socket, GI union complete with all earth work required including refilling etc. complete as per approved drawing ( Drawing No-06/CE/ACE/P&DU/ DWS/2022-23), specification and direction of Engineer-in-charge.
66
93588
1418
Providing and fixing in position Precast RCC platform of size 900 mm x 900 mm x100 mm with curb of size 75 x 75 mm keping an opening of 200 mm wide for surface drain of 60 cm length of size (200 mmx150 mm) in a suitable place for draining out of grey water (made with cement concrete 1:1.5:3 (1 cement: 1.5 sand: 3 graded well burnt brick aggregate 12 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 1:3 (1 cement :3 sand) for platform &12 mm cement plaster(1:4) (1 cement :4 sand) for surface drain finished with a floating coat of neat cement complete with all earth work required including refilling etc. complete as per approved drawing (Drawing No-06/CE/ACE/P&DU/DWS/2022-23), specification and direction of Engineer-in-charge.
66
151470
2295
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. a. by manual means.
330
204369
619.3
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.15 mm dia.
66
23654
358.4
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.
-
-
-
i) 15 mm dia. nominal bore
110
27940
254
ii) 40 mm dia. nominal bore
330
181203
549.1
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
66
4528
68.6
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.
i. 15 mm dia.
66
6917
104.8
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
i. 15 mm dia.
66
5188
78.6
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia.
66
8646
131
Providing and fixing C. I. Bib cock ( long handle ) as per CPWD specification and direction of the Engineer - in - charge. i. 15 mm dia
66
7286
110.4
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
For Sinitary Seal
Platform for polyethylene water storage tank
10.42
2413
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.
For Sinitary Seal Platform for polyethylene water storage tank
2.33
2745
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) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size)
Platform for polyethylene water storage tank
1.45
14431
9938.6
ii) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
For Sinitary Seal Platform for polyethylene water storage tank
8.98
96426
10742.6
First class brick work in foundation and plinth including cost of all materials as required complete:-
i) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
Platform for polyethylene water storage tank
15.63
153890
9845.2
15 mm cement plaster on the rough side of single or half brick wall of mix:
Cement mortar 1:4 (1 cement : 4 fine sand)
For Sinitary Seal
Platform for polyethylene water storage tank
221.1
57619
260.6
Neat cement punning.
For Sinitary Seal
Platform for polyethylene water storage tank
221.1
12558
56.8
Providing and fitting fixing of hoarding cum display board of JJM of size 8 ft. x 6 ft. (2.40 m x 1.80 m) with frame comprising of 40 mm dia GI pipe (medium class) around the board, 2 nos. 25 x 25 x 4 mm size MS vertical stiffners with equally placed and 1 no. 25 x 25 x 4 mm size MS horizontal stiffner centrally placed and 2 mm thick MS Sheet (2.40 m x 1.80 m) with necessary welding, painting, lettering and erected vertically in such a way bottom of the board shall be placed 900mm above the Ground Level with 2 nos. 40 mm dia GI pipe embedded in cement concrete block of 1:2:4 (1 Cement : 2 fine Sand: 4 graded well burnt brick aggregate 20 mm nominal size) of 300 mm x 300 mm & 900 mm total depth out of which 150 mm shall be projected over GL etc. complete as per specification and direction of the Engineer-in-Charge.
11
256014
23274
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