Tender For Repairing & Replacement Of Damaged Pipeline , River Crossing And Road Crossing At Various Portion For Uncovered Area Of Hantapara Tg Pwss Under Alipurduar Division, Phe Dte.
Tender Value
60.08 Lakhs
Estimated cost
Bid Submission
29 Jul 2026
7 days left
EMD
1.20 Lakhs
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
Jalpaiguri → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repairing & Replacement Of Damaged Pipeline , River Crossing And Road Crossing At Various Portion For Uncovered Area Of Hantapara Tg Pwss Under Alipurduar Division, Phe Dte.
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 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 8 KM 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 fulliii) The pipes, specials and valves , rubber gasket will be supplied deptt. free of cost.100 mm (OD) |
| 2 | 150 mm (OD) |
| 3 | 200 mm (OD) |
| 4 | Making rubber gasket joint to CI/DI pipes maintaining proper alignmentlevel etc. by mechanical arrangement with or without using mobile cranes where necessary and with help of all other equipmen tstools andtackles etc. as required providing lubricants of approved quality and direction of EIC. (rubber gasket will be supplied deptt. free of cost) 100 mm (OD) |
| 5 | 150 mm (OD) |
| 6 | 200 mm (OD) |
| 7 | 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). 100 mm (OD) |
| 8 | 150 mm (OD) |
| 9 | 200 mm (OD) |
| 10 | 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 andspecials 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.i) Laying of pipe line including cost of pipe only excluding cost of specials/fittings valves.a) 75mm(OD) |
| 11 | 90mm (OD) |
| 12 | 110mm(OD) |
| 13 | 125mm(OD) |
| 14 | 140mm(OD) |
| 15 | 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). B) For UPVC/HDPE Pipe 75mm dia (OD) |
| 16 | 90mm (OD) |
| 17 | 110mm(OD) |
| 18 | 125mm(OD) |
| 19 | 140mm(OD) |
| 20 | A) For CI/DI pipe 100 mm (OD) |
| 21 | 150 mm (OD) |
| 22 | 200 mm (OD) |
| 23 | 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).Cleaning thoroughly the inner surface of pipe line B) For UPVC/HDPE Pipe 75mm dia (OD) |
| 24 | 90mm (OD) |
| 25 | 110mm(OD) |
| 26 | 125mm(OD) |
| 27 | 140mm(OD) |
| 28 | A) For CI/DI pipe 100 mm (OD) |
| 29 | 150 mm (OD) |
| 30 | 200 mm (OD) |
| 31 | Construction of different dia Sluicevalve/Airvalve/Washoutchamberin 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 ration of valve all complete in cluding cost of labour & materials as per Departmental Dwg. [Reinforcement type:- Other manufactuerers not specified].i)80mm to 150 mm dia pipe |
| 32 | 200 mm dia pipe |
| 33 | 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. |
| 34 | Supply of CI Jeffy Coupling joint (flexible) complete with studs, nuts & rubber celling ring as per IS specification 200mm dia |
| 35 | 150mm dia |
| 36 | 100mm dia |
| 37 | Making CI Jeffy joint for all diameter. |
| 38 | Supply & delivery at following nominal sizes and classes CIDF sluice valve in terms with IS 14846-2000, inside screw non rising, stern, flanges faced and drilled as per IS 1538- 1993, spindle/ stern with SSAISI410 as per IS 6603-1972, body, bonnet, wedge, stuffing box gland thrust plate, cap inconformity with IS 210-1978, with an amendments order IS specification as stated. class-PN 1.0 with Cap.80 MM dia |
| 39 | 100 MM dia |
| 40 | 150 MM dia |
| 41 | 200 MM dia |
| 42 | Carriage of pipe and specials from Depttl. Store including loading and unloading and stacking at store of any PWSS. (By Van or other means) |
| 43 | Dismantling existing ferule with fitting and refixing the same after cleaning and washing of pipe line upto stand post. |
| 44 | Supplying, fitting and fixing alloy iron with brass spindle bib cock/ stop cock of approved brand 15 mm |
| 45 | 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)15 mm dia. medium quality |
| 46 | Labour charges for repairing of UPVC pipe by using UPVC socket and solvent cement including earth work in excavation with dewatering and necessary tracing out the actual position of brusting / leakage, cutting the pipe to required length in the trenches and replacing the same with new pipe (as per required length) including fitting fixing after roughing the UPVC surface & supplying and applying solvent cement, back filling the trenches with excavated earth upto the same as per direction of EIC all complete (UPVC pipes and specials, solvent cement to be supplied by the Agency). Unserviceable broken withdrawn surplus materials are to be deposited to the Deptt. store. 90 mm Dia |
| 47 | 75 mm Dia |
| 48 | 110 mm Dia |
| 49 | 125 mm Dia |
| 50 | 140 mm Dia |
| 51 | Providing FHTC from the existing/DI/UPVC/GI/AC distribution pipe line by installing 10mm NB Gun-metal Ferrule conforming to IS 2692: 1989 on the said pipeline with supply ,fitting & fixing of all other accessories line saddle piece of required size to fit the existing distribution pipeline ,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 15 m length) with all necessary specials 1.0 metre below the ground connecting the ferule 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 15mm dia alloy iron Bib Cock (tested to 21 Kg/cm2 ) above 1.0 Mtr. From ground , an alow Stop Cock of 15 mm dia . with brass spindle (tested to 21 Kg/cm2) to be fitted in a position as directed by EIC GI pipe (Medium duly) of 2 metre length with all necessary specials to continue from the end of the HDPE/PVC pipe and upto 1.0m above ground within the premises of household.Note:-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)2. Rate is exclusive of supply and delivery of 10mm NB gun-metal Ferrule.3. Payment of supply & laying of 15 mm 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) Above 10m & upto 20m.a) Upto 10 m length |
| 52 | b) Above 10 m upto 20 m length |
| 53 | Making village road crossing by horizontal auger boring for accomodation of laying average 3nos 15mm dia GI pipes for FHTC or as per direction of Engineer-in-charge. |
| 54 | 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. (Payment to be made on the basis of measurement of finished quantity of work). (ii) With carried earth arranged by the contractor within a radius of 3 km. including cost of carried earth. |
| 55 | 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. |
| 56 | 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. |
| 57 | Oridinary Cement Concrete M-15 (Mix 1:2:4) with graded stone chips (20 mm.down) excluding shuttering and reinforcement, if any, in ground floor as per relevent IS code 456-2000. From …...concidaring 73 Km.a) (i) River Bazree / (Up to ground level). |
| 58 | (A) Hire and labour charges for shuttering with centreing and necessary staging upto 4 m. using approved slout props and thick hard word of approved thickness with required bracing Ior -sete slabs, beams, columns, lintels curved or straighl including fitting fixing and striking out after completioo ofworks, (upto root of ground froor) (f) 25 mm to 30 mm shuttering without staging in foundation |
| 59 | Ordinary Cement concrete (mix 1: 1:5:3) with graded stone chips (20 mm nominal size ) cecluding shuttering and reinfor cement if any in ground floor as per relevant IS codes ii) River Bazreea) in ground floor |
| 60 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, 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 inter-section, complete as per drawing and direction. (a) For works in foundation, basement and upto roof of Ground Floor / 4m.Tor Steel/Mild Steel: Other than SAIL/TATA/RINL |
| 61 | Hire charges of JCB including fuel, mobilisation etc & all complete |
| 62 | Digging earth in any soil including mixed soil but excluding moorum, laterite sand stone or any other hard stone includingspreading or stacking the spoils within a lead of 75 metres as directed bailing out water upto 1 metre depth, shoring etc.,when and if required and back filling with fine sand (including cost of sand) on completion of steining works.A) R.C.C. Ring Welli) 1.2 metre diameter of digging for 0.9 metre internal diameter of well ring.a) Upto 3 metre below G.L. |
| 63 | R.C.C. well ring made with cement concrete 1:1.5:3 with stone chips and 0.80% reinforcement (including the cost of shutteringand reinforcement) cast at site fitted and fixed in position after proper curing true to plumb in the well including jointing withcement mortar 1:2 complete as per direction.a) 65 mm thick and 0.9 metre internal dia. |
| 64 | Add 18% GST |
| 65 | Add 1% Cess Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysJul 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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