Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date7 Feb 2025
Closing Soon7 Mar 2025
Tender Amount₹ 1,09,64,065
Costs
EMD
₹ 2,19,282Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbphed/ee/td/niet_08_2024_2025 (2nd Call)
Description
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Contact
Tender Id
2025_PHED_812838_2Tender No
WBPHED/EE/TD/NIeT_08_2024_2025 (2nd Call)Tender 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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I) For distribution line:
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80mm (6 nos)
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-
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80mm for old pipe line [15 nos.] {6 nos. + 15 nos.}
21
4590
96390
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100mm
2
6138
12276
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Supply and delivery of different dia C.I. Flexible Jeffy coupler including rubber ring, studs etc. As per with latest amendment including loading, unloading & stacking properrly at the Departmental store inclusive of all incidental charges if any all complete as per direction of the EIC. ( Test certificate from the manufacturer, agency to be arranged by their own cost and to be approved by EIC.
-
-
-
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150 mm. dia.
3
1386
4158
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200 mm. dia.
5
1732
8660
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Supply of G.I. pipes of TATA make including necessary sockets (heavy type) (For costal area).
-
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-
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a) 150 mm dia. (heavy Quality) ( For Road Crossing )
45
1415
63675
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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.
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-
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150mm dia
45
626
28170
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200mm dia
18
835
15031.08
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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.
-
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-
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a) upto 150mm thick
85
939
79815
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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.
85
8822
749949.9
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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.
-
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-
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With Pakur variety
2.5
5651
14128.03
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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).
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-
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a) 25 mm. to 30 mm. shuttering without staging in foundation.
27
205
5535
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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.
4
574
2296
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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.
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-
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150mm dia
3
118
354.15
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200 mm. dia.
5
119
599.75
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Supplying HDPE (Materials grade PE-100) pipes conforming to IS:4984-1995 with latest revision and amendments, if any, with necessary HDPE specials, (excluding the cost of CIDF sluice valves) including labour charges for earthwork in excavation in any kind of soil including mixed soil with boulderr road road sub-grade and aits flank but excluding moorum layerites or sand stone/ hard rock cutting with chisel required including cutting road flank / brick pavement etc. without damaging the existing telephone / electrical cable lineetc. (in case of damage of any type of cable line by the agency at the time of excavation necessary damarage charges as applicable by the respective authoritywill have to be borne by the agency at his own cost) upto the depth
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(av.) so as to maintain 1.1q0m earth cushion from top of yhe pipe upto GL including loading unloading carrying lowering laying lifting fixing carefully pipes, valves and specials with the all types of jointing materials in trenches maintaining prper levels and alignmentjointing the pipes and specials by butt welding adopting suitable method (But weld jointing with the help of hydraulic tack and triming machines, Hilters etc. for reaching at necessary melting point of HDPE pipe so that joint can be monolithic) so as to facilitate the maintenance of pipe line locally as per conventioonal method in future.
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-
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(A) Pressure Rating : PN 6
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(i) Laying of pipe line including cost of pipe & fittings / specials but excluding cost of valves.
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-
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For Accommodate FHTC
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-
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75 mm (OD)
1700
252
428400
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90 mm (OD)
1520
331
503120
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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).
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-
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B) For UPVC/HDPE Pipe
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-
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75mm dia (OD)
1700
3
5355
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90mm dia (OD)
1520
3
5472
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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).
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-
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B) For UPVC/HDPE Pipe
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-
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75mm dia (OD)
1700
-
1173
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90mm dia (OD)
1520
-
1337.6
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Drum Sheet walling 1.40m. (av.) high on sal-bullah / Eucalyptus bullah piling 10cm. Dia. And 3.25m. Long driven 1.75m. (av.) below G.L. and 75cm. Centre to centre including fitting fixing 3 nos. of half b ullah pieces (from 10cm. Dia.) and drum (empty bitumen)sheet (approved condition) of height 1.50m. cuttin g and straighten ing drum sheet (each joint must have lap length of min. 50mm.) including cost of necessary nails, b olts, nuts etc. and providing 2 to 3m. long half bullah ties of 10cm. dia. @ 2.25m. centre to centre fixed with 10cm. dia. b ullah posts driven 1.50m. b elow 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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-
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i) Using Eucalyptus bullah,
3065
1244
3812860
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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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-
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a) With carried earth arranged by the contractor
within a radius of 3 km. including cost of carried
earth.
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Drum Sheet walling area = 3065.00x1.120x1.00=
3678
379
1396977.96
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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) 80 mm to 150 mm dia pipe
8
12649
101192
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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.
3220
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1223.6
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Accommodate FHTC including supplying, laying, fitting, fixing, of 15mm dia NB PVC(Sch-80)/ 20mm dia HDPE (PE-100, PN-6) pipe with all necessary specials, saddle piece etc. all complete including cost of all materials under JJM of KANPUR (Z-II) PWSS within Ramnagar-II Block under Digha Sub-Division,PHED, Purba Medinipur. (ANNEXURE-II)
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-
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Providing FHTC from the existing CI/DI/uPVC/HDPE/GI/AC distribution pipeline by installing 10 mm NB Gun-metal Ferrule conforming to IS 2692:1989 with latest amendments on the said pipeline with supply, fitting & fixing of all other accessories like saddle piece of required size to fit the existing distribution pipeline, specials, nut & bolts, rubber sheet, washers etc and supply & laying of 15mm NB PVC (schedule 80)/20mm OD HDPE (PE100, PN16) pipe (average 15m 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 EIC. Supply and installation of a 15mm dia. alloy iron Bib Cock (tested to 21 Kg/cm2) above 1.0 Mtr. from ground, an alloy Stop Cock of 15 mm dia. with brass spindle (tested to 21 Kg/cm2) to be fitted in a position as directed by E.I.C. G.I pipe of TATA make (medium duly) of 2 metre length with all necessary specials to continue from the end of the HDPE/PVC pipe and upto 1.0 m above ground within the premises of household.
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Note :
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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).
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2. Rate is exclusive of supply and delivery of 10mm NB gun-metal Ferrule.
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3. Payment of supply & laying of 15mm NB PVC (schedule 80)/20mm OD HDPE (PE100, PN16) pipe with all necessary specials 1.0 metre below the ground will be made on actual measurement basis. The rate of this item is Rs. 117/- per metre.
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a) Upto 10m length
28
1874
52472
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b) above 10m to 20m length
140
3044
426160
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Collection of House Hold Details at Prescribed Format through Mobile App / Hard Copy including Geo-Reference as directed by EIC and Submission of the same to PHE Dte in soft copy.
168
28
4704
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Making plain cement concrete (1:2:4) support of 100mm dia (0.6m below GL and 0.3m above GL) for fixing 15mm dia GI pipe for FHTC or as per direction of Engineer-in-Charge.
168
131
22095.36
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Making Village Road (average 3m width) crossing by horizontal auger boring for accomodation of laying of average 3 (three) nos. 15mm dia GI pipes for FHTC or as per direction of Engineer-in-Charge.
60
188
11280
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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
10
1046
10460
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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 15cm.thick sand filling for cutting portion only or as per direction of Engineer-in-Charge.
10
8822
88229.4
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RCC Road at H/W,2nd Tube well, Damaged road Site including Land Development For KANPUR (Zone-II) PWSS within Ramnagar-II Block Of Purba Medinipur District. (ANNEXURE-III)
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-
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Earth work excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing, spreading or stacking the spoils within a lead of 75.0 mtr. Or as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom, bailing out water etc. as required. a)Depth of excavation not exceeding 1500mm
120
119
14312.4
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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).
90
543
48915.9
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Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.
720
348
250560
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Ordinary cement concrete (1:1.5:3) with graded stone chips (20 mm) size nominal size excluding shuttering and reinforcement, if any in ground floor as perrelevant IS code. A) Pakur Variety
-
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-
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Head works site 90.00 x3.00x0.15=
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-
-
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Head works to 2nd t/w site main road dammaged for raising main / distribution line 80.00 x3.00x0.15= cum
76.5
6137
469533.29
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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 with in a radius of 3 Km.injcluding cost of carried earth.
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-
-
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Head works site upto G.L to P. L 30.00x15.00 x1.00 =
-
-
-
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Head works site connecting passage upto G.L to P.L to main road 10.00x4.00 x.1.00 =
-
-
-
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2nd t/w site upto G.L to P.L 20.00x10.00 x.1.50 =
-
-
-
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2nd tube well site connecting passage to main road 30.00x7.00 x.1.00 =
-
-
-
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village fo dammage of distribution line main road site 100x1.5 x.1.00 =
1150
379
436793
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Hire and labour charges for shuttering with centering and necessary staging upto 4 m, using approved scout props and thick hard wood planks of approved thickness with required bracings for concrete slabs, columns, lintels, beams etc. curved or straight including fiiting, fixing & striking out after completion of works (Upto Roof of grounf floor) a) 25 mm to 30 mm thick wooden shutttering as per decision & direction of Engineer-In-Charge
80
324
25920
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Add GST @18% (CGST@9%+SGST@9%)
1
1655925
1655925.05
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Add Cess @1%
1
108555
108555.02
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