Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date14 Aug 2024
Closing Date13 Sep 2024
Tender Amount₹ 13,69,860
Costs
EMD
₹ 27,398Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Laying Rising Main / Distribution Line, Pipe Carrying Canal Structure, Interconnection Including Allied Works Due To Widening Of Road At Front Of Jagannath Dham At Digha Within Digha ( Central Zone) Pwss Within Ramnagar-i Block Under Digha Sub-
Description
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Contact
Tender Id
2024_PHED_733977_11Bid Award Id
ViewTender No
WBPHED/EE/TD/NIeT_08/2024-2025Tender 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
I) For distribution line:
-
-
-
150 mm
2
18348
9174
200 mm
2
33264
16632
Supply the following materials for connection of inlet, outlet, overflow, washout of OHR as per deptt. Drawings.
-
-
-
A) CIDF pipe Class-B as per I.S. 7181-1986 with latest revision.
876
55188
63
N.B: For OHR use CIDF class B pipe for inlet, outlet, overflow and washout.
-
-
-
(B) CIDF Duck foot bend, CIDF Reducer, C.I. Flange Spigot, CIAF Tee etc. as per I.S. 1538 1976 with latest revision.
645
39345
61
Supply and delivery C.I. jeffy (flexible) coupling as per IS specification with latest amendment including all taxes and charges complete.
-
-
-
150 mm
12
16632
1386
200 mm
5
8660
1732
Labour for boring (horizontally) through any kind / type of soil for road crossing of laying distribution system including hire charges and labour for supplying of suitable diameter crossing up to full width of road with necessary tools, tackles including necessary arrangement for boring and pushing required including fitting, fixing, jointing, pumping out accumulated water, lighting arrangement, sealing of two casing ends by B//W (1:4) etc. complete as per direction of ElC.
-
-
-
150 mm dia.
12
7512
626
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.
-
-
-
With Pakur variety
2.5
14331
5732.69
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 (upto roof of ground floor).
-
-
-
a) 25 mm. to 30 mm. shuttering without staging in foundation.
15
3075
205
Carrying CI/DI pipes with specials and valves and lowering placing in position and laying carefully inside the trenches in proper alignment and gradient etc. including earth work in excavation of adequate width as per specification having min. clear cover from top of pipe is 1.10mtr. below existing ground level in any kind of soil including mixed with boulder, road sub-grade and its flank,but excluding moorum and laterite and stone etc.without damaging the exisiting telephone/electric cable etc.(in case of damaged if any type of cable line during excecution , necessary damaged charges as applicable by the respective authority will be borne by the agency in his own cost) preparing the bottom surface for continuous bedding of pipe line and laying pipes, fitting, fixing specials and valves with bailing out water if any including carriage of pipes, specials and valves from local deptt. store within 8KM and back filling the trenches with excavated earth in layers to original condition as per specification and direction of EIC. The surplus materials after execution of work are to be return to the deptt. store.
-
-
-
N.B: i) Any deviation from required clear cover of 1.10mtr., due to site adverse condition, prior permission is to be obtained from the EIC in exceptional situation and payment will be made on prorate basis over the rate of entire item
-
-
-
ii) No payment will be made without hydraulic test of the pipe line either part or full
-
-
-
iii) The pipes, specials and valves , rubber gasket will be supplied deptt. free of cost.
-
-
-
100mm dia.
20
1440
72
150mm dia.
810
90720
112
200 mm dia.
320
43520
136
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.
-
-
-
150mm.dia.to 200mm.dia pipe
22
3102
141
Chamfering the spigot end of all type/class of DI pipe for proper using of push joint by means of grinder set at site for proper joint etc. all complete as per direction of EIC.
-
-
-
150mm dia.
10
1080
108
200 mm dia.
12
1356
113
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 equipments tools and tackles etc. as required providing lubricants of approved quality and direction of EIC. (rubber gasket will be supplied deptt. free of cost)
-
-
-
150 mm dia.
155
5890
38
200 mm dia.
65
3315
51
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).
-
-
-
100mm dia.
4
728
182
150mm dia.
10
2200
220
200 mm dia.
12
2844
237
Labour charges for jointing C.I. jeffy (flexible) coupling joint including hire charges of necessary tools and tackles all complete as per specification and direction.
-
-
-
150 mm. dia.
12
1416
118.05
200 mm. dia.
5
599
119.95
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).
-
-
-
A) For CI/DI pipe
-
-
-
100mm dia.
20
66
3.33
150mm dia.
380
1596
4.2
200 mm dia.
820
4600
5.61
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).
-
-
-
A) For CI/DI pipe
-
-
-
100mm dia.
20
15
0.76
150mm dia.
380
585
1.54
200 mm dia.
820
1951
2.38
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).
-
-
-
a) With carried earth arranged by the contractor within a radius of 3 km. including cost of carried earth.
40
15192
379.82
Bituminous pucca road (approx. 450mm depth) cutting by using gaiti, chisel, hammer etc. and picking uip the withdrawing excavated materials and remove the same within distance of 30mtr. at least all complete for fixing/crossing all dia of pipe line as per direction of EIC
2.5
2557
1023
Dismantling all type of plain cement concrete works, stacking serviceable materials of site and removing rubbish as directed within a lead of 75mtr. for laying all dia pipe line in ground floor, upto 150mm thick.
-
-
-
a) upto 150mm thick
1.7
1596
939
Restoration of cement concrete pavements, after laying pipe line into the trenches, restoration to be done by laying cement concrete work (1:2:4) over a brick flat soling over 15 cm thick sand filling for cutting portion only or as per direction of Engineer-in-Charge.
1.7
13396
7880
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]
-
-
-
i) 80 mm to 150 mm dia pipe
2
25298
12649
ii) 200 mm dia
2
32090
16045
Making holes in two sides of wall of culvert/drain or any other structures in any places for laying any dia pipe line within structures intwo sides of wall of culvert /drain /any structure at any places and mending good damages all complete as per direction of EIC.
6
3402
567
Carriage of different type of departmental pipes from Divisional/Sub-divisional store to the work site by truck including loading, unloading, stacking etc. including cost of fuel, lubricant and also cost of driver, helper etc. and all other taxes and charges as applicable as per direction of EIC
3
4080
1360
b) Above 5 Km upto 10 Km
-
-
-
Making barricading of excavation trenches of road width upto 15mtr. to avoid any accident by providing 75mm 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)
50
5900
118
Repairing of Manhole with cover near Digha Police Station (Old Digha) to Jagannath Dham, due to widening of Digha Foreshore road for Jagannath Dham under Digha Sub Division of Tamluk Division PHE Dte.within Purba Medinipur District. (Annexure-II)
-
-
-
Earth work in excavation in pipe line trenches in any kind of soil (including mixed soil but excluding moorum and laterite or sand stone) including removing, spreading or stacking the spoils within a lead of 75mtr. As directed including trimming the bottom and sides of trenches levelling, dressing and ramming the bottom bailing or pumping out water as required complete.
-
-
-
Depth of excavation upto 1.5mtr. Below and not requiring shoring.
35.28
4207
119.27
Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring.
23.52
4524
192.38
Retaining wooden shoring in place with necessary planks, runners etc. including the cost for driving the same and cutting the shoring as directed and complete for all depths and widths to trenches (under the specific instruction of the Chief Engineer)
(N.B. While allowing payment for retaining shoring
no payment for providing shoring vide item no. 5
& 6 above shall be made.)
-
-
-
i) 3.75 cm. thick.
210
252840
1204
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
15.68
5456
348
Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation
a) 1:3:6 Proportion
5.88
26101
4439
Reinforcement for reinforced concrete works 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, basement and upto roof of ground floor/upto 4 m.
-
-
-
i)Tor steel/mild steel, (Other than SAIL/TATA/RINL)
1.22
118299
97325.43
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6mm nominalsize) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes.
-
-
-
Pakur variety
37.62
215663
5732.69
Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame. As per I.S-12592(M.D)
i) 15 MT load bearing capacity gully pit cover with
frame and hinge arrangement for opening of size
Cover : 565 mm. X 410 mm. X 90 mm.
Frame : 715 mm. X 565 mm. X185 mm.
Weight: 140 Kg. (approx.)
14
48510
3465
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.
-
-
-
a) With earth obtained from excavation of foundation
39.2
3039
77.54
Bituminus pucca road (approx. 450mm. Depth) cutting by using gaiti, chisel, hammer etc. and picking up the withdrawing excavated materials and remove the same within distance of 30mtr. at least all complete for fixing / crossing all dia. of pipe line as per direction of EIC.
3.78
3866
1023
Add GST @18% (CGST@9%+SGST@9%)
1
206892
206892.8
Add Cess @1%
1
13562
13562.97
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