Public Health Engineering Department-PHED has published Providing Functional Household Tap Connection ( Fhtc ) In Connection With Jal Jeevan Mission ( Jjm And Jal Swapna ) Under Command Area Of Teghari Water Supply Scheme At Barrackpur-Ii Block Under North 24 Pgs . Water Supply Division-I , Phe Dte . . Submission Date for this Tender is 03-02-2021. Water Pipe Line Tenders in BARRACKPORE-II BLOCK West Bengal. Bidders can get complete Tender details and download the document.
| Name of Work: Providing Functional Household Tap Connection (FHTC) in connection with Jal Jeevan Mission (JJM and JAL SWAPNA) under command area of Teghari Water Supply Scheme at Barrackpur-II Block under North 24 Pgs. Water Supply Division-I , PHE Dte. North 24 Pgs. (Phase-I). | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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 pipe line, specials, nut & bolts, rubber sheet, washers etc and supply & laying of 15 mm NB PVC (schedule 80)/20 mm 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. | |||
| 2 | 1.1 | Note:-\n1. PVC pipe shall of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with G.I. Pipes as per IS:1239 (Part-I)\n2. Rate is exclusive of supply and delivery of 10mm NB gun-metal Ferrule.\n3. 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. | 1501 | No. | |
| 3 | 2 | Supply and delivery of 10 mm NB Gun-metal Ferrule conforming to IS 2692:1989 with latest amendments. | 1501 | No. | |
| 4 | 3 | Making village road(Average 3m width) crossing by horizontal Augor-boring for accomodation of laying of avarage 3(three) nos 15 mm dia. G.I. pipes for FHTC or as per direction of EIC. \n(Total number of House hold/2) X 3.00 = (1501/2 ) X3.0m = 750.48 m | 750.48 | M | |
| 5 | 4 | Supplying, fitting and fixing PVC pipes for underground work of\napproved make of Schedule 80 (medium duty) conforming to ASTMD -\n1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with\nall necessary accessories, specials viz. socket, bend, tee, union, cross,\nelbo, nipple, longscrew, reducing socket, reducing tee, short piece etc.\nfitted including cost of all materials ,jointing materials, cutting pipes,\nmaking threads ,cutting trenches upto 1.5 metre below surface in all sorts\nof soil and refilling the same as directed complete in all respect. (Payment\nwill be made on the centre line measurement of the total pipe line\nincluding all specials No separate payment will be made for accessories,\nspecials.) P-13, IT-19 (II) S&P SCHDL.\n15 MM DIA\nBeyond 15mtr length as consider in item no.1 (1501 X 15)X 20%=4503.00 m | 4503 | M | |
| 6 | 5 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.\n(a) upto 150 mm. Thick \n( Total no. of (1501/2)X0.90X0.90X0.15=91.18 M³ | 91.18 | Cum | |
| 7 | 6 | 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. (Rate Analysis attached)\nPakur varily.\n( Total no. of (1501/2)X0.90X0.90X0.15=91.18 M³ | 91.18 | Cum | |
| 8 | 7 | Supplying, laying, fiting, fixing and jointing of UPVC pipes conforming to IS:4985-2000 with latest revision and amendments, if any, including labour charges for earth work in excavation in any kind of soil including mixed soil with boulder ,road sub-grade and its flanks but excluding moorum and laterite or sand stonehard arock including cutting of brick pavement without damaging the existing telephone/electrical cable line etc.(in case of damage of any type of cable line during excavation, necessary damaged charges as applicable by the respaective authority will be borne by the agency in his own cost. Loading, unloading, carrying of pipes, specials, valves from the local store to work site and lowering laying of pipes specials valves carefully in trenches maintaining proper levels and alignment ,jointing the pipe , specials and valves including supplying of good quality/approved brand solvent cement (as per IS:14182-1994 including cost of all fabricated PVC fitting i.e. tees,bend, reducers, adopter etc.as per IS:101-1988 and making flange joints including supplying required quantity of nuts, bolts and rubber insertion (CIDF sluice valves will be supplied by the department free of cost) as required at site by adopting suitable method so as to facilate the maintenance of pipe line locally as per conventional method including back filling the trenches with good earth obtained from excavation of trenches including consolidation with watering in layer not exceeding 150mm thk. with maintaining an average depth of .\ncushion of 1.10mtr. from the top of pipe line including making interconnection with distribution pipes etc. all complete as per drawing direction and satisfaction of the E.I.C. | |||
| 9 | 7.1 | N.B. i) Manufacturer’s test certificate for UPVC pipe & specials to be produced before laying of pipe line. ii) 3rd party inspection of UPVC pipe & specials to be done by CEPET or as per direction of EIC as per approved vender list.iii)No part payment at any stage on account of supply of materials shall be entertained.iv)Payment will be made on actual consumption of materials.v)UPVC pipes for the works to be supplied as per approved vendor list and as per direction & satisfaction of EIC. No pipes will be allowed beyond recommendated vendor list.vi)Submission of completion drawing of pipe line showing all specials,valves, etc with final bill is mandatory.(Cost of drawing will be paid seperately).vii) Any deviation from required clear cover of 1.10mtr.due to site adverse condition, prior permission is to be obtained from EIC and deduction for such work will be made accordingly.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.(A) Pressure Rating : Class - III \n(ii) Laying of pipe line including cost of pipe & fittings/specials but excluding cost of valves. | |||
| 10 | 7.11 | a) 75 mm O.D.Dia | 1800 | Mtr. | |
| 11 | 7.12 | b) 90 mm O.D.Dia | 800 | Mtr. | |
| 12 | 7.13 | c) 110 mm O.D.Dia | 500 | Mtr. | |
| 13 | 8 | 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 power 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). | |||
| 14 | 8.1 | a) 75 mm O.D.Dia | 1800 | Mtr. | |
| 15 | 8.2 | b) 90 mm O.D.Dia | 800 | Mtr. | |
| 16 | 8.3 | c) 110 mm O.D.Dia | 500 | Mtr. | |
| 17 | 9 | Filling the pipe line with water, testing hydraulically as per IS: 3114-1965 (Article - 6) in section of a length not exceeding 500 mtr. For head of pressure as per specification including supplying installaing and fixing all equipments such as diesel pump set, blank flange, pressure guage, valve, pressure pump and all other tolls 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.) [PHE sch2019 IT- 9(B) a,b,c. L-19 )\nB) For UPVC / HDPE Pipe | |||
| 18 | 9.1 | a) 75 mm O.D.Dia | 1800 | Mtr. | |
| 19 | 9.2 | b) 90 mm O.D.Dia | 800 | Mtr. | |
| 20 | 9.3 | c) 110 mm O.D.Dia | 500 | Mtr. | |
| 21 | 10 | 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. | 1501 | Nos. | |
| 22 | 11 | Labour for boring (horizontal) through any kind of soil for road crossing LDS\nincluding hire charges & labour for supply of subtable dia crossing upto full with roadwith necessary tools, traclels, including necessary arrangement for boring and pushingrequired including fixing, jointing, pumping out accumulated water, lighting arrangement, ceiling of two casing ends by B/W (1:4) etc. as per direction of EIC.(B/W to be given separately) | |||
| 23 | 11.1 | 150 mm. dia. pipe. (7 x 5.00 mtr.) | 35 | Mtr. | |
| 24 | 11.2 | 125 mm. dia. pipe. (7 x 5.00 mtr.) | 40 | Mtr. | |
| 25 | 11.3 | 100 mm. dia. pipe. (7 x 5.00 mtr.) | 45 | Mtr. | |
| 26 | 12 | 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 over 150mm. 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 | |||
| 27 | 12.1 | a) 100 mm dia. | 8 | each | |
| 28 | 12.2 | b) 200 mm dia. | 6 | each | |
| 29 | 13 | 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).\nP-L-16, IT-06 | |||
| 30 | 13.1 | a) 100 mm dia. | 8 | each | |
| 31 | 13.2 | b) 200 mm dia. | 6 | each | |
| 32 | 14 | Total Amount | 1 | LS | |
| 33 | 14.1 | Add : GST | 7.50773e+06 | No | |
| 34 | 14.2 | Add : CESS | 8.40866e+06 | No |
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