Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Eprocure
Opening Date3 Oct 2024
Closing Date23 Oct 2024
Tender Amount₹ 20,74,837
Costs
EMD
₹ 41,497Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbphed/ee/td/niet_07_2024_2025 (2nd Call)
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_761284_2Bid Award Id
ViewTender No
WBPHED/EE/TD/NIeT_07_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
Supply of G.I. pipes of TATA make including necessary sockets (heavy type) (For costal area).
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a) 150 mm dia. (heavy Quality) ( For Road Crossing )
21
29715
1415
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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-
-
150mm dia
21
13146
626
200mm dia
6
5010
835.06
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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a) upto 150mm thick
9.5
8920
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.
9.5
83817
8822.94
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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With Pakur variety
2.5
14128
5651.21
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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a) 25 mm. to 30 mm. shuttering without staging in foundation.
45
9225
205
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.
8
4592
574
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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(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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90 mm (OD) For connecting FHTC
620
205220
331
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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B) For UPVC/HDPE Pipe
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90mm dia (OD)
620
2232
3.6
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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B) For UPVC/HDPE Pipe
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90mm dia (OD)
620
545
0.88
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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i) Using Eucalyptus bullah,
380
472720
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 of 3 km. including cost of carried
earth.
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For pileing 380x1.50x1.00 = 570.00 cum
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Land filling at Head works site 30.00x18.00x1.00=540.00 cum
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Land filling at Head works site connecting road 14.00x12.00x0.80=134.40 cum
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Total = 1244.40 cum
1244.4
472648
379.82
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.
620
235
0.38
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 DAKSHIN KALYANPUR & Its Adjoining Mouzas Water Supply Scheme within Ramnagar-II Block under Digha Sub-Division,PHED, Purba Medinipur.
(Annexure-II)
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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. 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
14
26236
1874
b) above 10m to 20m length
66
200904
3044
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.
80
2240
28
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.
80
10521
131.52
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.
45
8460
188
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
3.5
3661
1046
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.
3.5
30880
8822.94
Construction of platform of size 600 mm x 600 mm (inner dimension) having 125 mm thk brick edging with 125 mm x 125 mm RCC (1:1.5:3) support for providing FHTC as per relevant drawing (Dwg no. PC1/PLATFORM FOR FHTC/13/2022),spec. and as per direction of E.IC
80
124960
1562
Add GST @18% (CGST@9%+SGST@9%)
1
313366
313366.85
Add Cess @1%
1
20542
20542.94
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