Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date20 Jun 2024
Closing Date25 Jul 2024
Tender Amount₹ 46,53,750
Costs
EMD
₹ 93,075Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_PHED_697004_5Bid Award Id
ViewTender No
WBPHED/EE/NIeT-09/AD/2024-2025Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://www.wbphed.gov.in/en/
GEM & Bid Advisory Services
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Documents
BOQ Items
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DIDF Short Piece 150 mm x 0.60 m Long
6
30000
5000
... More
DIDF Short Piece 150 mm x 0.30 m Long
8
33432
4179
... More
DIDF Short Piece 200 mm x 0.60 m Long
2
16406
8203
... More
DIDF Short Piece 200 mm x 1.00 m Long
4
38036
9509
... More
DIDF Short Piece 80 mm x 1.00 m Long
2
11124
5562
... More
DIDF Short Piece 80 mm x 0.60 m Long
2
5898
2949
... More
DIDF Short Piece 80 mm x 0.30 m Long
2
4256
2128
... More
Supplying fitting fixing best quality different dia. Mechanical Flange Adaptor 200 mm
4
14848
3712
... More
Supplying fitting fixing best quality different dia. Flanged Socket
-
-
-
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FLANGED SOCKET 150
4
13908
3477
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Supplying fitting fixing best quality different dia. Tailpiece / Flanged Socket / Flanged Spigot
-
-
-
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Flanged Spigot 150
6
21558
3593
... More
Flanged Spigot 200 PN-10
2
8748
4374
... More
Supplying fitting fixing best quality different dia. Bend
-
-
-
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Double Flanged Bend 150 x 90
8
29848
3731
... More
Double Socket Bend 150 x 45
5
12400
2480
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Double Flanged Bend 200 x 90 PN-10
2
12454
6227
... More
Double Socket Bend 200 x 45
2
7968
3984
... More
Supplying fitting fixing best quality different dia. Duck Foot Bend
-
-
-
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Duck Foot Bend (150 x 150)
2
2418
1209
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Duck Foot Bend (80 x 80)
2
1080
540
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Supplying fitting fixing best quality different dia. Tee
-
-
-
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All Flanged Tee 150 x 150
8
50000
6250
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All Flanged Tee 200 x 150 PN-10
4
32812
8203
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All Flanged Tee 200 x 200 PN-10
4
35856
8964
... More
Supplying fitting fixing best quality different dia. Reducer
-
-
-
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Double Flange Reducer 200 x 150 PN-10
4
17272
4318
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Double Flange Reducer 150 x 80 IS9523
2
5196
2598
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Supplying fitting fixing best quality different dia. Mechanical Joint
-
-
-
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Mechanical Collar Coupling 150 mm
8
14848
1856
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Mechanical Collar Coupling 200 mm
4
10552
2638
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Supplying, fitting, fixing bolts with nuts, washer:
(i) 10 to 16 mm dia:
(a) Length up to 75 mm
20
2280
114
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(b) Length above 75 mm and upto 150 mm.
25
2575
103
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(c) Length above 150mm.
10
980
98
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Supply and delivery of CIDF pipes conforming to IS 7181 and specials etc. conforming to IS 1538 including cost of materials, packing, loading, carriage unloading and stacking of departmental store / stack yard properly all inclusive of taxes and charges, complete as per direction of EIC. b) CIDF pipe and all type of specials i.e. Bend, Tee, Reducer, Adopter etc. 300 mm dia. to 150 mm dia.
600
44070
73.45
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Supplying, laying, fiting, fixing and jointing of UPVC pipes conforming to IS:4985-2000 with latest revision and amendments, if any, with necessary UPVC/CI specials, CIDF sluice valves, as per relevant I.S. specification including labour charges for earth work in excavation in any kind of soil including mixed soil with boulder ,road sub-grade and its flanks but excluding moorum and laterite or sand stonehard arock including cutting of brick payment without damaging the existing telephone/electrical cable line etc.(in case of damage of any type of cable line during excavation, necessary damaged charges as applicable by the respaective authority will be borne by the agency in his own cost. Loading, unloading, carrying of pipes, specials, valves from the local store to work site and lowering laying of pipes specials valves carefully in trenches maintaining proper levels and alignment ,jointing the pipe and specials including supplying of good quality/approved brand solvent cement (as per IS:14182-1994 including cost of all fabricated PVC fitting i.e. tees,bend, reducers, adopter etc.as per IS:101-1988 and making flange joints including supplying required quantity of nuts, bolts and rubber insertion (CIDF sluice valves will be supplied by the department free of cost) as required at site by adopting suitable method so as to facilate the maintenance of pipe line locally as per conventional method including back filling the trenches with good earth obtained from excavation of trenches including consolidation with watering in layer not exceeding 150mm thk. with maintaining an average depth of cushion of 1.10mtr. from the top of pipe line including making interconnection with distribution pipes etc. all complete as per drawing direction and satisfaction of the E.I.C.
-
-
-
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N.B. i) Manufacturer’s test certificate for UPVC pipe & specials to be produced before laying of pipe line. ii) 3rd party inspection of UPVC pipe & specials to be done by CEPET or (India) SGS/NTH Kolkata or as per direction of EIC as per approved vender list. iii)No part payment at any stage on account of supply of materials shall be entertained. iv) Payment will be made on actual consumption of materials. v) UPVC pipes for the works to be supplied as per approved vendor list and as per direction & satisfaction of EIC. No pipes will be allowed beyond recommendated vendor list. vi) Submission of drawing of pipe line with statement of materials consumed between node to node points against each R.A. & final bill.if so. vii) Any deviation from required clear cover of 1.10mtr.due to site adverse condition, prior permission is to be obtained from EIC and payment for such work will be made on prorate basis over the rate of entire item. viii)All pipe connection shall be completed in all respect and as per directionof EIC. Decision of EIC in this respect is final & binding. In case of any deviation/or any left out pipe connections an amount of Rs.10,000.00 for each pipe connection will be realized/recovered from the bill. (A) Pressure Rating : Class - III (ii) Laying of pipe line including cost of pipe & fittings/specials but excluding cost of valves.
-
-
-
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a) 140 mm dia.
200
157000
785
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b) 110 mm dia.
500
235500
471
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c) 90mm dia.
1000
342000
342
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d) 63 mm dia.
600
121200
202
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Filling the pipe line with water, testing hydraulically as per I.S 3114-1965 (Article-6) in section of a length not exceeding 500mtr. for head of pressure as per specification including supplying installing and fixing all equipments such as diesel pump set, blank flange, pressure gauge, valve, pressure pump and all other tools and plants including drilling topping and plugging of necessary holes to pipes, blocking ends providing temporary thrust block and subsequent blocking of holes and other jointing materials and dismantling and removal of the same including disposal of water etc. all complete as per specification and direction of EIC. The rate is inclusive of cost of requisite water to be arranged by the contractor (Recovery rate of water @ Rs.10.00/m3, if contractor used water from deptt. source). B) For UPVC/HDPE Pipe
-
-
-
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a) 140 mm dia.
200
848
4.24
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b) 110 mm dia.
500
1890
3.78
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c) 90mm dia.
1000
3600
3.6
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d) 63 mm dia.
600
1878
3.13
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Cleaning thoroughly the inner surface of pipe line including specials and valves by flushing with water and subsequently disinfection of the same pipe line by flushing again with water containing bleaching powder resulting in residual chlorine not less than 15mg/ltrs. after 24hrs. of such filling including laboratory testing of water samples obtain from the disinfested pipe line and disposal of water from the pipe line after completion of the work. The rates including of cost of requisite water to be arranged by the contractor) (The rate of water @Rs. 10/m3 may be recovered, if the contractor used water from deptt. source). B) For UPVC/HDPE Pipe
-
-
-
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a) 140 mm dia.
200
288
1.44
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b) 110 mm dia.
500
540
1.08
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c) 90mm dia.
1000
880
0.88
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d) 63 mm dia.
600
372
0.62
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Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor including roof. (a) upto 150 mm. thick
20
18780
939
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Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety
40
241734
6043.35
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Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth
12
64956
5413
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Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
800
288800
361
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Submission of complete detailed drawing of distribution system, rising main etc. after execution of work showing position of different types of valves, fittings/specials sluice valve chamber with location, node to node wise in the sanctioned drawing as completion drawing of the water supply scheme as per direction and satisfaction of EIC. The list of dia wise fitting/specials, different pipes ;of valve used in the rising main should be shown in the completion drawing (not separate) with verified by SAE & AE in-charge of the scheme. The above drawing will be submitted in 5 copies.
2300
874
0.38
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Labour charges for horizontal augur boring through any kind of soilfor road crossing in connection with laying distribution system including the cost of laying of C.I /D.I Casing pipe and distribution pipe through the bore, and including hire charges of all tools and plants, 5HP centrifugal pump for dewatering, loading, unloading and carriage of pipes from departmental store, preparation of operation pit filling and compaction of trenches with silver sand and brick bats, including cost of lightening arrangement all complete as per direction of E.I.C.
-
-
-
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a) 100 mm dia
20
7160
358
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b) 150 mm dia
15
8040
536
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c) 200 mm dia
10
7150
715
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Providing FHTC from the existing CI /DI /UPVC /HDPE /GI/ AC districbution pipe line by installaing 10 mm NB Gunmetal ferrule conforming to IS 2692 : 1989 with latest amendments on the said pipe line with supply, fitting & fixing of all other accessories likes saddle piece of required size to fit the existing distribution pipe line, specials, nut & bolts, rubber sheet, washers etc. and supply & laying of 15 mm NB PVC (Schedule 80) / 20mm OD HDPE (PE100, PN16) / 20 mm OD PPR - C (Class - SDR7.4 / PN16) pipe upto required length with all necessary specials 1.0 metre below the ground connecting the ferrule including cutting trenches in all sorts of soil and filling up trenches as per direction of the Engineer-in-charge and upto a point just inside the premises of the household or as directed by the EIC. Supply and installation of a 15 mm dia. alloy iron Bib Cock (tested to 21 kg. / sqcm.) above 1.0 mtr. from ground, and alloy stop cock of 15 mm dia. with brass spindle (tested to 21kg / sqcm.) to be fitted in a position as directed by EIC. G.I. pipe of TATA make (medium duty) of 2 mtr. length with all necessary specilas to continue from the end of the PVC/HDPE / PPR-C pipe and upto 1.0 mtr. above ground within the premises of household. NOTE : 1. PVC pipe shall of schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI pipes as per IS : 1239 (Part-I) 2. PPR - C (Poly propylene Random copolymer) pipe shall be 3 layer confirming to IS : 15801 UV stabilised & anti - microbial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random / fittings. 2. Rate is exclusiv Supply & laying of 15mm NB PVC (Schedule 80) / 20 mm OD HDPE (PE 100, PN 16) / 20mm OD PPR-C (Class - SDR7.4 / PN16) pipes
-
-
-
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a) Upto 10m length
20
37480
1874
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b) Above 10m upto 20m length
30
91320
3044
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Making Village Road (average 3mtr. Width) crossing by horizontal augur boring for accommodation of laying of average 3 (three) nos. 15 mm dia. GI pipes for FHTC or as per direction of the Engineer - in - charge.
100
18800
188
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Supplying, fitting and fixing PVC pipes for underground work of approved make of Schedule 80 (medium duty) conforming to ASTMD -1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.) PVC Pipes (Dia)
-
-
-
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15 mm ( to be executed in case the length considered in item no.1 is exhausted)
500
58500
117
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25 mm
50
9550
191
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Making plain cement concrete (1:2:4) block of 100 mm dia. and 900mm long (0.6m below G.L. and 0.3m above G.L.) for supporting and fixing 15 mm dia. G.I. Pipe for FHTC or as per direction of Engineer in Charge.
50
6914
138.28
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Collection of House Hold Details at Prescribed Format through Mobile App / Hard Copy including Gro-Reference as directed by EIC and Submission of the same to PHE Dte. In soft copy
50
1400
28
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Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. (for cutting Trial Pit)
20
2385
11927
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Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation. (For filling Trial Pit)
20
1550
7754
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(A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
15
14043
93621
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Bailing or pumping out water from foundation trenches. This item should be executed on the specific direction of the Engineer-in-charges when he is satisfied in his absolute discretion, that this has not been necessitated due to any fault on the part of the contractor.
50
1044
20.88
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Labour for digging concrete Y shape post made by Cement Concrete at different places in the PWSS (Ordinary Mazdoor)
15
4042
269.5
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Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
20
6700
335
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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL
0.1
9690
96902.49
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Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety.
5
32601
6520.3
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Construction of different dia Sluice valve /Air valve /Washout chamber in different sizes for village road where light traffic run and for main road where heavy traffic run as deptt.approved drawing with 25cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soling over150mm.thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC (1:1.5:3) cover slab 100mm / 150mm thick slab on top of chamber with 1% reinforcement in RCC cover slab with necessary opening for operation of valve all complete including cost of labour & materials as per Departmental Dwg. [Reinforcement type:- Other manufactuerers not specified]
-
-
-
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i) 100 mm dia.
2
25298
12649
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ii) 150 mm dia.
2
25298
12649
... More
Supply and delivery of CIDF sluice valve (Special type) PW-1.00 of different dia make with CI double flanged non rusting spindle sluice valves conforming to IS 14846 -2000 with latest emended having body dome/bonnet and cover of C.I.Gr-F.G 210mtr. spindle of IS-6603 G.R- 12/Gr-13 non-magnetic, nuts seat rings are of Gunonetal as per IS:318 LTB-2 flanges and drilled to IS:1538 Part IV & VI valves are suitable for max. working pressure of 10kg/cm2(seat test) and body tested to 15kg/cm2. N.B: The above item should be procured from the reputed manufactures as per deptt. approved vender list
-
-
-
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i) 100 mm dia.
2
12276
6138
... More
ii) 150 mm dia.
2
18348
9174
... More
Making flange joint to DI/CI pipes, specials and valves where necessary with supply of required rubber insertion and nut bolts, washers etc. of approved quality and type all complete as per specification and direction of EIC (Nut and bolts shall be of TATA/GKW rate).
-
-
-
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a) 100mm dia.
4
728
182
... More
b) 150mm dia.
4
880
220
... More
Add 18% GSTon all item except item no. 2 to 10,12,21,38 on Rs3462188.60
1
623193
623193.95
... More
Add @1% Cess Rs.4085382.55
1
40853
40853.83
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