Tender For Rising Main & Inter Connection Between 3 Nos Tube Well And Some Allied Works Inside Headworks Site Of Khila Pwss In Udaynarayanpur Block Under Howrah Division, Phe Dte.
Tender Value
15.72 Lakhs
Estimated cost
Bid Submission
07 Sep 2026
14 days left
EMD
31500
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
Howrah → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Rising Main & Inter Connection Between 3 Nos Tube Well And Some Allied Works Inside Headworks Site Of Khila Pwss In Udaynarayanpur Block Under Howrah 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 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 itemii) 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.d) 150mm dia. |
| 2 | e) 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) d) 150mm dia. |
| 4 | e) 200mm dia. |
| 5 | Supply and delivery of CIDF sluice valve (Special type) PW-1.00 of different dia make with CI double 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 listc)200mm.dia. |
| 6 | d)150mm.dia. |
| 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). a) 80mm dia |
| 8 | 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). a) 80mm dia |
| 9 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc 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 intersection, complete as per drawing and direction. (a)For works in foundation, basement and upto roof of ground floor/upto 4m.(i) Tor steel/Mild steel. Other than SAIL/TATA/RINL |
| 10 | 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]a) 80 mm to 150 mm dia pipe |
| 11 | b) 200 mm dia pipe |
| 12 | 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. 150mm.dia.to 200mm.dia pipe |
| 13 | 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.d) 150mm dia. |
| 14 | e) 200mm dia. |
| 15 | 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 piped) 150mm dia. |
| 16 | e) 200mm dia |
| 17 | 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 tobe 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 piped) 150mm dia. |
| 18 | e) 200mm dia. |
| 19 | Bituminous pucca road (approx. 450mm depth) cutting by using gaiti, chisel, hammer etc. and picking uip the withdrawing excavated materials and remove the same within distance of 30mtr. at least all complete for fixing/crossing all dia of pipe line as per direction of EIC |
| 20 | 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. |
| 21 | (A) Filling in foundation or plinth by silver sand in layer not exceeding 150mm as directed and consolidating the same by through saturation with water ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) |
| 22 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. (including plinth protection) |
| 23 | 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.(A) [Pakur Variety] |
| 24 | 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.c) Above 10 Km upto 20 Km |
| 25 | Making Mechanical jounts C.I Special of the following nominal diameter including fixing and fasting follwer gland rubber insertion, bolts & nuts as per direction of the EIC.a) 150 mm dia |
| 26 | b) 200 mm dia |
| 27 | Supply the following materials for connection of inlet, outlet, overflow, washout of OHR as perdeptt. Drawings. (A) CIDF pipe Class-B as per I.S. 7181-1986 with latest revision.i) 150mm dia C.I.D.F pipe 2 mtr Length 6 no @ 96.6 kg = 579.60 kg ii) 200mm dia C.I.D.F pipe2 mtr Length 2 no @ 138.8 kg = 277.60 kg |
| 28 | (B) CIDF Duck foot bend as per I.S. 1538 1976 with latest revision. i) 150mm dia C.I.D.F Duckfoot Bend 90° 3 nos @ 47 kg = 141 Kg |
| 29 | (D) C.I.D.F 90˚ Bend as per I.S.1538 (Part-XXI)-1976 with latest amended i)200mm dia C.I.D.F Bend 90° 1nos @ 49 kg = 49 Kg ii) 80 x 90° DF Bend 3 nos @ 13 kg = 39 kg |
| 30 | D.I. DOUBLE FLANGE REDUCER 150X80 PN-10 (MI/01279) |
| 31 | 200X150 PN-10 (MI/01281) |
| 32 | D.I. DOUBLE FLANGED TEE 150x150X150 PN - 10 (MI/01113) |
| 33 | 200x200X150 PN - 10 (MI/01116) |
| 34 | Supply of C.I Mechanical Joint) [IS:13382/2004]a)150 x 11.25° DS BEND |
| 35 | b)150 x 22.5° DS BEND |
| 36 | c)150 x 45° DS BEND |
| 37 | d)150 x 90° DS BEND |
| 38 | e)150 mm Flange Skt. TP |
| 39 | f)200 x 150 mm dia reduce |
| 40 | g)200 mm 11.250 DS BEND |
| 41 | h)200 mm C.I Coller (M.J) [IS:13382/2004] |
| 42 | i)200 mm Flange Skt. TP |
| 43 | M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof. I) For structural members of specified sections weighing less than 22.5 Kg./m |
| 44 | Supplying, fitting galvanised 2 ply 12 gauge / 2 points line of barbed wire in fencing (holes already made in the body of the post) or fixed by staples tightening and fixing the wires in taut condition with straining bolts including the cost of cutting and of lapping joints in the wire as necessary but excluding the cost of galvanisedstaples,straining bolt and binding wire as necessary 2 ply 12 gauge/ 2 points.(Payment to be made on the length of individual lines of wire.) |
| 45 | Labour for fitting line of wire to posts, tightening by straining bolts and fixing the wire ( in taut condition) to the post with staples (including the cost of cutting and lapping joints in the wire, as necessary and including the cost of staples and straining bolts and also the labour for fixing the staples but excluding the cost of straining bolts)(d) Barbed wire. |
| 46 | Supply of CI Temper Proof Air Valve [IS: 14845/2000] cI Body, SS Ball- AWWAC-512, Drill as IS 1538. 80 mm dia |
| 47 | Earth work in filling in compound, tank, low land, ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work). (b)(i) With carried earth arranged by the contractor within a radius of 3 km. including cost of carried earth. |
| 48 | Add GST @ 18% |
| 49 | Add CESS @ 1% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 14 daysSep 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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