Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date6 Jan 2024
Closing Date2 Feb 2024
Tender Amount₹ 52,04,639
Costs
EMD
₹ 1,04,093Document 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_637721_3Bid Award Id
ViewTender No
WBPHED/EE/TD/NIeT_35/2023-2024Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://www.wbphed.gov.in/en/
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Documents
BOQ Items
iii) No Part Payment at any state on account of supply of materials shall be entertained.
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iv) Payment will be made on actual consumption of materials .
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v) UPVC Pipe for the work to be supplied as per approved Vendor list as per direction and satisfaction of EIC. No pipes will be allowed beyond recommended Vendor list.
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vi) Submission of drawing of pipe line with statement of materials consumed between node to node points against each RA & Final Bill. If so.
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vii) Any deviation from required clear of 1.10 mtr due to site adverse condition, prior permission is to be obtained from EIC and payment for such work will be made on prorata basis over the rate of entire item.
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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.
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(A) Pressure Rating : Class - III
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(ii) Laying of pipe line including cost of pipe & fittings/specials but excluding cost of valves.
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(a) 90 mm dia.(O.D).
6255
2139210
342
(b) 75 mm dia.(O.D).
1632
421056
258
(c) 63 mm dia.(O.D).
4531
915262
202
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) 80 mm to 150 mm.dia. pipe
12
151788
12649
Supply & delivery of different dia. C.I.D.F. Sluice Valves (Special type) PN-1.0 of different dia.make with Cast Iron double flanged non-rusting spindle Sluice Valves generally conforming to IS:14846/2000 with latest ammendment,if any, having body door dome/bonnet and and cover of Cast Iron Gr.F.G.200 mm,Spindle of IS :6603 Gr.-12, Gr.-13 non-magnetic,nut & seat rings are of Gunmetal as per IS:318 LTB-2 flanges flat freed and drilled to IS :1538 Part-IV & VI valves are suitable for miximum working pressure of 10 kg./sqm.cm.(Seat test) and body test to 15 kg./sqm.350 NB and above valves are provided with enclosed gear box and antifriction device for easy of operation.
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NB: Procurement will be made from the reputed manufacturers as per Departmental Vendor list viz. IVC, IVI, Durga, Kirlosher, Craulay & Ray, Audco & Jupitor. And Test certificate should be submitted by any of the following agencies: - a) Director of Inspection , Govt. of India. (b) Superintendence Co. of India (P) Ltd. (C) E.I.L. (d) M/s Mecon Ltd. (e) RITES (f) ITENG ENGINEERING (g) CROWN.
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a) 80 mm.dia.
12
55080
4590
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 then 15 mg/ltrs. after 24 hrs. 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).
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(a) 90 mm dia.(O.D).
6255
5504
0.88
(b) 75 mm dia.(O.D).
1632
1126
0.69
(c) 63 mm dia.(O.D).
4531
2809
0.62
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 flang, 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).
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(a) 90 mm dia.(O.D).
6255
22518
3.6
(b) 75 mm dia.(O.D).
1632
5140
3.15
(c) 63 mm dia.(O.D).
4531
14182
3.13
Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 for Rural Roads of MORD
8.5
8891
1046
Hire and labour charges for corssing of the pipe line horizontally across the PWD/NH roads with hand boring set by water jet system including punping of water in the bore. The cost inclusive the earth work in excavation as necessary driving pit and receiving the pit across the road layer and passing the G.I. pipe 1.20 Mtr. below road level specified otherwise barricading with red light signaling arrangement to avoid any accident including back filling the trenches after successfully complete of the works as per direction of the EIC. The cost also includes all necessary hire charges of pumping machineries boring set other tools and plants and the laying pipe within the bore.
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a) 100 mm dia.
48
20069
418.12
Drum Sheet Walling 1.40m (av.) high on Sal-bullah /Eucalyptus bullah piling 10 cm dia. and 3.25m long driven 1.75m (av.) below G.L. and 75cm centre to centre including fitting fixing 3 nos. of half bullah pieces (from 10 cm dia) and drum(empty bitumen) sheet (approved condition) of height 1.5m , cutting and straightening drum sheet (each joint must have lap length of min.50mm) including cost of necessary nails, bolts, nuts etc. and providing 2 to 3m long half bullah ties of 10cm dia. @ 2.25 m centre to centre fixed with 10 cm dia. bullah posts driven 1.5m below G.L. including cost of all materials and one coat of coal tarring to all bullah etc. complete as per direction.
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Using Eucalyptus bullah
197
245068
1244
Earth works in filling in compound, tank, low land, ditches etc. With good earth in layers not exceeding 150mm. Including breaking clods & consolidating the same by ramming and dressing complete, (payment will be made on profile measurement before & after the work).
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a) With carried earth arranged by the contractor within a radius 3km. including cost of carried earth. 197.00x0.80x1.00=157.60 cum
25.00x2.00x2.00=100.00 cum Total=257.60 cum.
257.6
97841
379.82
Supplying , fiting and fixing G.I pipes of TATA make with all necessary accessories, specials viz socket,bend tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. Fitted with holder bats clamos, including cutting pipes, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fityting as required, jointing materials and two coats of painting with approved paint in any position above ground . (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately)
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(A) For Exposed work
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a) 100 mm dia. medium quality
24
24792
1033
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.
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(a) Depth of excavation not exceeding 1,500 mm.
10
1192
119.27
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).
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(a) With earth obtained from excavation of foundation.
2
155
77.54
Filling in foundation or plinth by silver sand in layer not exceeding 150mm as directed and consolidating the same by thorough saturation with water ramming complete including cost of supply of sand.(payment to be made in measurement of finished quantity)
1
543
543.51
Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
6
2088
348
Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm.size) excluding shuttering and reinforcement, if any. In ground floor as per relevant IS Codes, IS:456-2000,
a)Pakur variety
2
12034
6017.12
Hire and labour charges for shuttering with centering and necessary staging up to 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 (up to roof of ground floor),
a)25 mm. to 30 mm. shuttering without staging in foundation.
12
2460
205
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.
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(a) For works in foundation, basement and upto roof of ground floor/upto 4 m.
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(i) Tor steel/mild steel, other than SAIL/ TATA/RINL
0.6
50733
84555.08
Submission of complete detailed drawing of pipe lines after execution of works showing street stand post with location, position of valves, wash out chambers and other important installation like bend, tee, etc. in the distribution map as completion drawing of the water supply scheme as per direction of E.I.C. and his satisfaction. The list of the fittings/specials used for distribution works should also be submitted along with the drawing.
12418
4718
0.38
Supply of G.I. Pipes of TATA make including necessary sockets.
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(heavy type) (For costal area). a) 150 mm dia. (heavy Quality) (TATA)
36
50940
1415
Supplying, fitting & fixing G.I. top cap at top ii)150mm
10
5030
503
Supplying, fitting & fixing bell plug with steel cutter piece up to 450 mm. long with socket of approved make conforming to IS (Rs. 403.00 + 130.00 = 533.00)
10
5330
533
Painting with ready mixed black Japan approved make & brand including smoothening surface.
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a) Two coats
42.35
2371
56
Labour for driving for subullah/ Eucalyptus / G.I./M.S. pipes bullah by monkey in sorts of soil including hoisting and placing piles in position protecting the piles head with iron ring and cutting & shaping heads before and after driving including hire and labour for necessary appliance and all tackles .
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a) 150 mm dia.
24
2520
105
M.S. structural works in columns, beams etc. with simple rolled structural members (i.e. Joists, Angles, Channels sections confirming to IS 226, IS 808 & SP (6) 1964 connected to one another with bracket, gussets, cleats as per design, direction of E.I.C. complete including cutting to requisite shape & length, fabrication with necessary bolting, metal are welding confirming to IS 816 - 1956 & IS 1995 using electrode of approved make & brand conforming to IS 814-1957 haulage, hoisting & erection all complete. The rate includes the cost of rolled steel section, consumables such electrodes, gas & hire charges of all tools & plants and labour required for the wirked including all incidental all incidental charge such as electricity charge, labour chargs, labour insurance charges etc.
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Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment forgussed, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7 % of weight for finished structural members weighing not less than 22.50 Kg./m or 15 % of weight for finished structural members or 7 % of weight for finished structural members weighing not less than 22.50 kg./m may be increased allow for a height of erection 8m/2nd floor level from the groung. Add 1.50 % extra over the rate for each additional floor or 4 m beyond initial 8 m or part thereof.
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For built up sections/structural members of specified section weighing not less than 22.50 kg./mtr.
0.59
44632
75266
M. S. works in brackets made from flats, angles, tees, etc. to sizes specially bent, twisted, forged, making holes drilled and fitted to rafter of trusses with necessary bolts, nuts, washer or screws etc. (length of straight not less than 230mm.) .To be used for repair works only.
0.05
489
9984
Labour for propping up over head members as a precautionary measures against failing as directed with necessary planks Eucalyptus props, packing hails, wire ropes, iron wires etc. including hire charges of all materials fitting fixing dismantling ande removing the propes etc. and all ancillary works in this connection complete.
18
990
55
Ordinary cement concrete (Mix- 1:2:4) with graded stone chips (20 mm. normal size) excluding shuttering and reinforcement, if any, in ground floor, as per relevent IS Code.
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a) With pakur variety
9.13
50473
5528.26
Add GST @18% (CGST@9%+SGST@9%)
1
786067
786067.35
Add Cess @1%
1
51531
51531.08
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