Tender For Shifting Of Phe Pipeline With Repairing Of functional house hold tap connection For Widening Of Pwd Roads From Murarai Amrapara Road Under Murarai Water Supply Scheme Within Nalhati Sub-Division Under Birbhum Division, P.H.E. Dte. (Sl. No.
Tender Value
16.05 Lakhs
Estimated cost
Bid Submission
28 Oct 2026
18 days left
EMD
32113
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Birbhum → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Shifting Of Phe Pipeline With Repairing Of functional house hold tap connection For Widening Of Pwd Roads From Murarai Amrapara Road Under Murarai Water Supply Scheme Within Nalhati Sub-Division Under Birbhum Division, P.H.E. Dte. (Sl. No.01)
BOQ
| Sl. No. | Item Description |
| 1 | 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 inexcavation 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 subgrade and its flank,but excluding moorum and laterite and stone etc.without damaging the exisiting telephone/electric cableetc.(incaseof damaged if any type of cable line during excecution , necessary damaged charges as applicable by the respective authority will beborne 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)Thepipes, specials and valves , rubber gasket will be supplied deptt. free of cost.a) 150mm dia. |
| 2 | b) 200mm dia. |
| 3 | 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)a) 150mm dia. |
| 4 | b) 200mm dia. |
| 5 | 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.a) 150mm.dia.to 200mm.dia pipe |
| 6 | 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.a) 150mm dia. |
| 7 | b) 200mm dia. |
| 8 | 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.a) 150mm dia. |
| 9 | b) 200mm dia. |
| 10 | B) For uPVC/HDPE Pipe b) 90mm (OD) |
| 11 | f) 180mm(OD) |
| 12 | 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.a) 150mm dia. |
| 13 | b) 200mm dia. |
| 14 | B) For uPVC/HDPE Pipe a) 90mm (OD) |
| 15 | b) 180mm (OD) |
| 16 | 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 |
| 17 | b) above 150mm thick |
| 18 | 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) |
| 19 | Supplying HDPE (Materials grade PE-100) pipes conforming to IS 4984-1995 with latest revision & amendments if any with necessary HDPE specials (excluding cost of CIDF valves) including labour charges for earth work in excavation in any kind of soil including mixed soil with boulder,road sub-grade and aits flank but excluding moorum laterite or sand stone / hard rock cutting with chisel required including cutting road flank/ brick pavement etc. without damaging the exisiting telephone/electrical cable line etc.(in case of damage of any type of cable line by the agency at the time of execution necessary damage charge as applicable by the respective authority will have to be brone by the agency at his own cost)upto the depth (av.) so as to maintain 1.10m.earth cushion from top of the pipe upto G.L. including loading unloading carrying lowering laying fitting fixing carefully pipes, valves and specials with the all types of jointing materials in trenches maintaining proper levels and alignment jointing the pipes and specials by butt welding/ adopting suitable method (But weld jointing with help of hydraulic tack and trimming machines, Hitter 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 conventional method in future.(A) Pressure Rating : PN 6ii) Laying of pipe line including cost of pipe & fittings/specials butexcluding cost of valvesb) 90mm (OD) |
| 20 | b)180mm (OD) |
| 21 | Supplying, spreading and consolidating Stone Dust to a depth of 100 mm and above at desired density and C.B.R. as per Specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks and depressions by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants complete as per specification. ( Ref ; PWD SOR 17 ,Page No 242 ,Item No 4.06) |
| 22 | Ordinary cement concrete (1:2:4) with graded stone chips (20 mm size) nominal size excluding shuttering and reinforcement , if any in ground floor as per relevant IS Code. (a)Pakur variety |
| 23 | Repairing work for Existing FHTC on the existing Cl/DI/uPVC/HDPE/GI/AC distribution 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 , including cutting trenches in all sorts of soil and filling up trenches as per direction of the Engineer-in-charge. |
| 24 | Supplying, fitting and fixing G.I. pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately. For expose work.( i) 15 mm dia. medium quality |
| 25 | Supplying, fitting and fixing bib cock or stop cock. d) Supplying, fitting and fixing alloy iron with brass spindle bib cock/ stop cock of approved brand and make, spray painted and tested to 21 kg per sq. cm. |
| 26 | Supply & laying of 15 mm NB PVC (schedule 80/20mm OD HDPE (PE100, PN16)/20mm OD PPR-C (Class-SDR7.4/PN16) pipes with all necessory specials 1.00 meter below the ground |
| 27 | Supply and delivery of CIDF sluice valve (Special type) PW-1.00 of different dia make with CIdouble flanged non rusting spindle sluice valves conforming to IS 14846 -2000 with latest emended having body dome/bonnet and cover of C.I.Gr-F.G 210mtr. spindle of IS-6603 G.R- 12/Gr-13 non-magnetic, nuts seat rings are of Gunonetal as per IS:318 LTB-2 flanges and drilled to IS:1538 Part IV & VI valves are suitable for max. working pressure of 10kg/cm2(seat test) and body tested to 15kg/cm2.N.B: The above item should be procured from the reputed manufactures as per deptt. approved vender list.a) 100 mm dia. |
| 28 | b) 150mm.dia. |
| 29 | c) 200mm.dia. |
| 30 | c) 250mm.dia. |
| 31 | 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 |
| 32 | i) 200 mm dia pipe |
| 33 | i) 250 mm to350 mm dia pipe |
| 34 | Supply of 200 mm dia (ID) 8.0 mm thick M.S. pipe as per specification and direction of Engineer-in-charge. * Inner Dia :- 200 mm, * Outer Dia :- 216 mm, * Thickness :- 8 mm * Grade :- FE 410Considering 1.00 mtr. LengthWeight per mtr. Pipe= ((22/7) X (0.208 m X 0.008 m X 1.00 m) @ 7850.00 Kg/CuM= 41.05 Kg/Mtr. * Considering, Wastage = 2% of per mtr. Weight of pipe = 0.82 Kg * Therefore, Gross weight = (41.05 + 0.82) = 41.87 Kg/Mtr. * Say, 0.042 MT/Mtr.Fabricating M.S. pipes of different diameter in shop out of 8mm to 12mm thick M.S plates supplied departmentally, cutting the plates to exact size & shape by gas cutting device and/or by adopting any other approved type of mechanical means, bending the same in true curvature by template and rolling machine of approved design including proper marking, levelling joints followed by electric arc welding as per relevant I.S. specification longitudinal and circumferential, as necessary, usiug standard electrodes including edge preparation, electricity charges and hydraulic testing of the fabricated piece all complete as per specification and direction of the Engineer-in-charge.[The Engineer-in-charge shall approve the electrodes for arc welding before use.]8 mm thick plate. |
| 35 | Description of itemsSupply of 250 mm dia (ID) 8.0 mm thick M.S. pipe as per specification and direction of Engineer-in-charge. Inner Dia :- 250 mm, Outer Dia :- 266 mm, Thickness :- 8 mm, Grade :- FE 410Considering 1.00 mtr. LengthWeight per mtr. Pipe= ((22/7) X (0.258 m X 0.008 m X 1.00 m) @ 7850.00 Kg/CuM= 50.92 Kg/Mtr.Considering, Westage = 2% of per mtr. Weight of pipe = 1.02 KgTherefore, Gross weight = (50.92 + 1.02) = 51.94 Kg/Mtr.Say, 0.052 MT/Mtr.Fabricating M.S. pipes of different diameter in shop out of 8mm to 12mm thick M.S plates supplied departmentally, cutting the plates to exact size & shape by gas cutting device and/or by adopting any other approved type of mechanical means, bending the same in true curvature by template and rolling machine of approved design including proper marking, levelling joints followed by electric arc welding as per relevant I.S. specification longitudinal and circumferential, as necessary, usiug standard electrodes including edge preparation, electricity charges and hydraulic testing of the fabricated piece all complete as per specification and direction of the Engineer-in-charge.[The Engineer-in-charge shall approve the electrodes for arc welding before use.]8 mm thick plate. |
| 36 | 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 f) Above 40 Km upto 50 Km |
| 37 | g) Above 50 Km (Extra cost per Km) (7 x 42=294 Km) |
| 38 | Add GST @18% on sum of Item No. 1 to 37 |
| 39 | Add Cess @1% on sum of Item No. 1 to 38 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysOct 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
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