Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date30 Nov 2024
Closing Date20 Dec 2024
Tender Amount₹ 31,04,496
Costs
EMD
₹ 62,090Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Three Months Trial Run For Secondary Grid For Providing 100 Fhtc In Zone-x/b At Kalikapota Mouza Of Mograhat-i Within Mega Surface Water Based Water Supply Scheme For Falta- Mathurapur District.- South-24 Pgns. Under South-24 Pgns W/s Divn-i, P.h.e
Description
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Contact
Tender Id
2024_PHED_776618_4Tender No
35/2024-2025/EE/SWD-I/WBPHEDTender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://www.wbphed.gov.in/en/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
(c) Above 10 km upto 20 km
10
2057
20570
(d) Above 20 km upto 30 km
10
2658
26580
(e) Above 30 km upto 40 km
50
3213
160650
Cutting DI pipe (all class & type) to required length with cutting device etc. and grinding the cutting portion with file as per direction and satisfaction of EIC.
-
-
-
i) 150mm dia to 200mm dia
10
141
1410
ii) 250mm.dia to 350mm.dia pipe
8
263
2104
iii) 400mm.dia to 450mm.dia pipe
8
385
3080
iv) 500mm.dia to 600mm.dia pipe
8
436
3488
Chamfering the spigot end of all type/class of DI pipe for properus in gof push joint by means of grinder set at site for proper joint etc.allcomplete as per direction of EIC
-
-
-
i) 150 mm dia.
5
108
540
ii) 200 mm dia.
5
113
565
iii) 250 mm dia.
3
120
360
iii) 300 mm dia.
2
160
320
iv) 350 mm dia.
3
185
555
v) 400 mm dia.
4
209
836
vi) 450 mm dia.
4
280
1120
vii) 500 mm dia.
4
313
1252
Making rubber gasket joint to CI/DI pipes maintaining proper alignment level etc. by mechanical arrangement with or without using mobile cranes where necessary and with help of all other equipment stools and tackles etc. as required providing lubricants of approved quality and direction of EIC. (rubber gasket will be supplied deptt. free of cost)
-
-
-
i) 150 mm dia.
10
38
380
ii) 200 mm dia.
12
51
612
iii) 250 mm dia.
15
64
960
iv) 300 mm dia.
12
76
912
v) 350 mm dia.
10
76
760
v) 400 mm dia.
6
102
612
vi) 450 mm dia.
12
114
1368
vii) 500 mm dia.
6
121
726
Supplying and delivery of different dia DI specials as per IS 9523/2000 with internal cement mortar lining and external bitumen coating including loading, carriage, unloading, stacking properly at Departmental store/stack yard all inclusive of taxes and charges whats so ever.
-
-
-
A) D.I Mechanical Collar Coupling
-
-
-
i) 150 mm dia
8
1803
14424
iI) 200 mm dia.
8
2562
20496
iiI) 250 mm dia.
10
3984
39840
iv 300 mm dia.
8
4553
36424
v) 350 mm dia.
14
6830
95620
v) 400 mm dia.
10
7589
75890
vi) 450 mm dia.
10
10902
109020
vii) 500 mm dia.
4
12579
50316
Construction of different dia Sluice valve/Airvalve/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]
-
-
-
i) 80 mm to 150 mm dia pipe
11
12649
139139
b) 200 mm dia.
2
16045
32090
C) 250 mm to 350 mm dia pipe
1
19964
19964
D.I Single chamber combination type Air release Valve ( kinetic Air valve alone with Automatic air valve) should be double ball, double orifice with Austenitic aloy steel float, tamper proof Air vents of Bronze, rolling seal mechanism of neoprene rubber for air release & anti-vacuum application and stainless steel/ H.T Steel cover bolts, EPDM cover gasket design for 10 Kg/sq.cm working pressure & tested for 15 Kg/sq.cm pressure & Epoxy powder coating ( EP-P ) inside and outside colour shade blue RAL 5005. Flange drilled as per IS-1538 (Table-6). Rate inclusive of packaging charge, transportation charges and any other charges & taxes, including charges for third party inspection.
-
-
-
Material of specification
-
-
-
(i) Body & Cover of (Kinetic & Automatic Valve) :
-
-
-
Ductile iron DIN 1693 Gr. GGG40
-
-
-
(ii) Low pressure seat ring :
-
-
-
Neoprene rubber on bronze seat
-
-
-
(iii) Low pressure ball :
-
-
-
Austenitic Alloy steel, AISI-304
-
-
-
(iv) High pressure ball :
-
-
-
Austenitic Alloy steel, AISI-304
-
-
-
(v) Temper proof air vent :
-
-
-
Bronze, IS 318 LTB2 with rolling seat mechanism
-
-
-
(vi) Cover Gasket :
-
-
-
EPDM Rubber
-
-
-
(vii) Cover Bolts :
-
-
-
Stainless steel/High tensile steel
-
-
-
a) 100 mm dia.
1
15224
15224
Sluice Valve (Non-Rising)
-
-
-
Cast iron double flanged Non- Rising Spindle Sluice Valve generally confirming to IS 14846 having body door /dome/Bonnet and cover of cast Iron Gr FG 260, Spindle of IS 6603, Gr-12 cr-13, spindle nut & seat rings are of Gunmetal as per IS:318 LTB 2. Flanges flat faced and drilled to IS:1538 Part IV & VI, Valves are suitable for maximum working pressure of 10/16 kg/sqcm (seat test) and body tested to 15/24 kg/sqcm 350 NB and above valves should be provided with enclosed gear box and antifriction device for ease of operation. All the valves should be tested by closed end method only
-
-
-
Rate for PN 1.6 ratings (Rs)
-
-
-
i)150mm Dia
2
14651
29302
ii)200mm Dia
1
24399
24399
iii)250mm Dia
1
34679
34679
iv)300mm Dia
1
45663
45663
v)350mm Dia
2
109407
218814
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)
-
-
-
i)150mm Dia
4
220
880
ii)200mm Dia
2
237
474
iii)250mm Dia
2
329
658
iv)300mm Dia
2
351
702
v)350mm Dia
4
448
1792
Dismantling all type of Cement concrete works, stacking serviceable materials of site and removing rubbish as diected within a lead of 75 mtr. For laying all dia pipeline in ground floor, upto 150 mm thick.
-
-
-
a) In ground floor including roof.
35
939
32865
Dismantling all types of masonry excepting cement concrete plain or reinforced,tacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.
-
-
-
a) In ground floor including roof.
20
447
8940
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 asurement of finished quantity)
50
936
46810.5
Ordinary cement concrete (mix1:2:4)cement concrete with graded stone chips(20 mm. nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS Code.
-
-
-
a) Pakur / Chandil Variety
35
5616
196577.5
Distance from Baruipur stack yard = 40 Km
-
-
-
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
200
361
72200
Making lighting arrangement for continuation work during night including all charges (Applicable exclusively for emergency situation and as per direction of EIC.)
200
182
36400
Making barricading of excavation trenches of road width upto 15mtr.to avoid any accident by providing 75 mm dia bamboo post placed vertically & horizontally with the help of 6” size iron rail as per direction and satisfaction of EIC. (Applicable where critical situation arise and take up the work as per direction of EIC)
500
118
59000
Cutting to requisite length or shape departmental R.S joists, channels, angles, tees, plates etc.
2000
8
16000
Welding in M.S structural work with gas or electrick
2000
9
18000
b) Continuous Weld
-
-
-
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.
50
119
5963.5
(a) Depth of excavation not exceeding 1,500 mm.
-
-
-
Bituminous pucca road (approx. 450mm depth) cutting by using gaiti,chisel, hammer etc. and picking uip the withdrawing excavated materialsand remove the same within distance of 30mtr. at least all complete fixing/crossing all dia of pipe line as per direction of EIC.
8
1023
8184
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.
20
77
1550.8
(b) With carried earth arranged by the contractor within a radius of 1 km. including cost of carried earth
20
312
6254.2
Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used)
completes as per direction.
(b) Double brick flat soling (thickness 150 mm.)
100
658
65800
Hire charges of movable crane with fuel & man power having load handling capacity upto 14 MT with the 45 deg moveable arrangement & the boom length of 40 feets loading & unloading of various materials/accessories of water supply works.
-
-
-
(i) For minimum engagement of 8 hrs in a day
25
7936
198400
Hire charges of movable type mounted earth excavator having minimum cutter size (1.0 cubic meter) & loader size( 2.0 meter lengthX0.75 mtr width) for cutting & removal of any kind of soil, spoli etc including cost of fuel, lubricants & manpower etc. in water supply works [This item will be operated on prior permission from the concerned SE/Dy. Chief Engineer]
-
-
-
(i) For minimum engagement of 8 hrs in a day
20
8951
179020
C.W.R cleaning washing and disinfecting the same with bleaching powder, including machinery, tools & plants etc. as per direction of EIC complete (bleaching powder will be supplied by the agency)
-
-
-
(a) above 20000 gallon capacity
1
2079
2079
Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
-
-
-
(i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40).
Note: Add cost at site of 0.90 m3 of brick aggregates and 0.48 m3 of medium sand (loose volume) to arrive at the consolidated rate.
16
2037
32601.28
Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) completeas per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge).
-
-
-
Location- Pakurtala to Hospital more. ( for laying of 600 m.m dia D.I pipe)
-
-
-
(a) Depth upto 1.5 m.
150
386
57900
(b) For additional depth beyond 1.5 m. and upto 3.00 m
20
439
8780
M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.
-
-
-
Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, 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 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof.
-
-
-
I) For structural members of specified sections weighing less than 22.5 Kg./m
0.5
72603
36301.5
Cleaning rubbish, sludge, weeds scum, liquid earth, mud etc.etc.from road side masonary drain/ hume pipe drain/ culvert etc. by mathor labour after removing concrete.Slab/manhole cover etc.without damaging the same and refixing the same properly after cleaning as necessary and removing the sludge etc.etc.by using iron pans,buckets including all labour, tools & plants including removing the spoils in dry condition and disposing the same by truck beyond the road side in conformity with municipal/corporation rules for such disposal including loading into truck and cleaning the road side in all respects as per direction of the Engineerin-Charge
-
-
-
(Payment will be made on the basis of actual stack measurment of spoils in dry condition at roadside)
50
292
14600
Opening & closing of all the different dia Sluice Valves (80 rum dia to 350 mm dial on different places along the alignment of the rising main and distribution main at different places over the command area daily as and when required for regulating the supply of water and distributing' water all over the command area smoothly including changing and restoration of gland packing of sluice valve, air valve if required including opening the cap / plug of wash out point or opening the sluice valves including de-jointing flange joints (80 mm to 350 mm dial including repairing works and cleaning the pipeline or changing of gate, spindle or liner etc. of sluice valves all complete, restoration works to be done including earth work in the excavation bailing out of water, re-filling the excavated earth, taking out of RCC slab or slab cover and refaxing true to position etc. all complete as per the specification and direction of EIC. (Agency will pay Rs 465.00/day for Valve operator & Agency will get @ 511.50/day)
-
-
-
# Please see the special clause against this item in Tender Document
180
511
92070
Dewatering from the excavated trenches for repairing any type of pipe line including Hire Charge of pump / carriage / Fuel & lubricant / Operator etc. for big dia pipes more, than 200mrn dia all complete as per direction of EIC. (This item will be executed after the permission of E.l.C.)
240
931
223440
Add GST @ 18% on all items (excluding Item No. 5 & 7)
1
399818
399818.39
Add CESS @ 1% on all items including GST (excluding Item No. 5 & 7)
1
26210
26210.32
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