Tender For Improvement Of Water Supply By New Laying 200 Mm Dia M.S. Pipe, Installation Of Valve And Interconnection Work With Road Restoration Work At 126 B, Narasingha Dutta Road, Kadamtala Under Ward No-23 Of Hmc
Tender Value
5.33 Lakhs
Estimated cost
Bid Submission
21 Sep 2026
11 days left
EMD
10671
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
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Improvement Of Water Supply By New Laying 200 Mm Dia M.S. Pipe, Installation Of Valve And Interconnection Work With Road Restoration Work At 126 B, Narasingha Dutta Road, Kadamtala Under Ward No-23 Of Hmc
BOQ
| Sl. No. | Item Description |
| 1 | Excavation of trial pit (3.0 m x 1.0 m x (upto) 3.0 m) for fixing of pumping main, washout line raking every detection against damage of S.W. pipe line electrical cable etc. as underground obstruction including 37.5 mm timber shuttering, earth cutting, dewatering, barricading and back filling etc. as per directionj of E-I-C.Ref:- UD & MAD (Schedule) 2018, P-2, it. No. - 1.4 |
| 2 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.In ground floor including roof.a) upto 150 mm. ThickRef: P.W.D (Bldg) Sch. -2017, page -10 It- 2(a) |
| 3 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm.Ref:- UD & MAD (Schedule) 2018, P-1, it - 1.1(a). |
| 4 | (b) Depth of excavation for additional depth beyond 1,500 mm. andupto 3,0 mm. but not requiring shoringRef:- UD & MAD (Schedule) 2018, P-1, it - 1.1(b). |
| 5 | Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge).(a) Depth upto 1.5 m.Ref:- UD & MAD (Schedule) 2018, P-3, it - 1.6(a). |
| 6 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (Payment to be made on measurement of finished quantity)Ref:-[Page:2; Item No:4(A) of PWD-SOR(Bld) 2017] |
| 7 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.[Ref: P.W.D.(Bldg.). Page- 14, Item - 1 & 3rd corrigenda Page - 1 SL NO.-1] |
| 8 | 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.(i) Pakur Variety In Ground FloorRate Analysis Enclosed |
| 9 | Brick work with 1st class bricks in cement mortar (1:6)(a) In foundation and plinth[Ref : P.W.D.(Bldg) 2017, Page - 15 Item-8(a) & 3rd Corrigenda, Page - 2 SL NO.-4] |
| 10 | Hire and labour charges for shuttering with centering and necessary staging upto 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) (When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof)(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work[Ref : P.W.D.(Bldg) 2017, Page - 42, Item-36(c)] |
| 11 | 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 and upto roof of ground floor/upto 4 m(i) Tor Steel/HYSD bars/ TMT bars(SAIL/TATA/RINL)Rate Analysis Enclosed |
| 12 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.(i) Pakur Variety In Ground FloorRate Analysis Enclosed |
| 13 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).A) With 1:4 cement mortara) Outer wall 20mm thick plaster In ground floor[Ref : P.W.D.(Bldg) 2017, P-189 I-1(ii)(a) & 3rd corrigenda, dt.-04.06.2018, P- 50, Sl. No.- 1] |
| 14 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. [Ref : P.W.D.(Bldg) 2017, Page -192 Item-15] |
| 15 | Gas cutting of M.S. pipes and/or M.S. plates of different thickness all complete as per specification and direction of the Engineer-in- charge.Thikness in mm5mm to 8mm thick plateRef:- UD & MAD (Schedule) 2018, P-11, it - 2.3.1. |
| 16 | 12mm thick plateRef:- UD & MAD (Schedule) 2018, P-11, it - 2.3.1. |
| 17 | Field welding of M.S. plate by means of electric arc welding as per relevent IS specification using standard electrodes including edge preparation and charges of deployment of electric generator set with fuel, lubricant, and all other tools and plants all complete as per specification and direction of Engineer-in-charge. [ Engineer-in-charge shall approve the electrodes for arc welding before use ]Throat thickness in mm8 mmRef:- UD & MAD (Schedule) 2018, P-12, it - 2.3.3. |
| 18 | Throat thickness in mm12 mmRef:- UD & MAD (Schedule) 2018, P-12, it - 2.3.3. |
| 19 | Supply of M.S. Flange (slipper type) as per IS-6392 TABLE 17 Thickness -20mm -22mmNB Diameter in mm200 mm DiaRef:- UD & MAD (Schedule) 2018, P-50, it - 8.18. |
| 20 | Flange joint to C.l./D.l/M.S. pipes and specials including supply of rubber gasket, nuts, bolts, washers etc. of best quality to make the joint watertight at required hydraulic pressure all complete as per specification & direction of the Engineer-in-charge.Diameter in mm200 mm Dia.Ref:- UD & MAD (Schedule) 2018, P-08, it - 2.1.6. |
| 21 | Supply of E.R.W.M.S. (Electrical Resistant Welded M.S.) black pipe of ISI Mark as per relevent IS Specification (heavy quality) having wall thickness not less than 5 mm. [N.B.: The rates for supply of TATA Make pipe will be arrived at by adding 20% of the corresponding rates ]Diameter in mm (Internal)200 mm Ref:- UD & MAD (Schedule) 2018, P-49, it - 8.15. |
| 22 | Ductile iron double flanged manually operated sluice valve generally conforming to IS : 14846, having body, door, dome, gland in graded ductile iron to IS 1865, four faces and spindle nut of gun metal to IS : 318, inside screw non-rising stainless steel AISI-410 spindle valves suitable for maximum working pressure of 10/16 kg/cm2 and body tested 15/24 kg/cm2. Flanges drilled to IS: 1538 table 4 & 6. Valves tested by closed end method only. 350mm and above valves are complete withenclosed gear box with anti friction device.Diameter in mm200 mm Ref:- UD & MAD (Schedule) 2018, P-46, it - 8.8. |
| 23 | Lowering, fitting and fixing of all types of valves in proper position andalignment using chain pully block or crane (for diameter above 250 mm) by providing temporary support, as required, gaskets, nuts & bolts etc. all cornplete as per specification and direction of the Engineer-in-charge. [The rate Includes cost of flange joints](a) 100 mm Dia.Ref:-UD & MAD (Schedule) 2018, P-17, IT-2.4.1 |
| 24 | Hire & labour charges for diesel generating set for lighting including fuel, 300M wire, 11 points with 200 Watt bulb with post for hanging & maintaining the same for day & night for the period.Ref:-UD & MAD (Schedule) 2018, P-4, it - 1.13 |
| 25 | Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge.Ref:-UD & MAD (Schedule) 2018, P-5, it - 1.18 |
| 26 | Hire charges of moveable crane with fuel & manpower having load handling capacity upto 14MT with the 45 deg. moveable arrangement & the boom length of 40 feets for loading & unloading of various materials / accessories of water supply works. For minimum engagement of 8 hrs. in a dayRef:-UD & MAD (Schedule) 2018, P-52, it - 8.26 |
| 27 | Dewatering by pumps including all leads, lifts and making all arrangements of disposal, where continuous flow of water from a source other than natural or ground water is encountered in case of emergency maintenance works related to leakage, breakage and making wet connections. [Note : - In case of any other situation demanding such emergency dewatering. use of this item is to be approved by the Superintending Engineer/Tender Accepting Authority. This item shall be executed on the specific direction duly supported by proper clarification of the E.I.C. who will be satisfied in absolute discretion that such work has not been necessitated due to any natural source of water or any fault of the ContractorRef:-UD & MAD (Schedule) 2018, P-24, it - 7.2 |
| 28 | 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.I) For structural members of specified sections weighing less than22.5 Kg./mRef:-[Page:99; Item No:1(i) of PWD-SOR(Bld) 2017] |
| 29 | Supplying, fitting and fixing in position G.I. pipes of TATA make for underground works with all necessary accessories,specials viz.socket, bend, tee, union, cross, elbow, nipple, short piece etc.including cost of all materials,jointing materials ,cutting pipes,making threads,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I. pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.Payment for painting will be made seperately)(i) 15 mm dia. medium quality.Ref:-PWD(S&P) 2017, P-3, It-2(i) & (ii). |
| 30 | Shifting house connection or stand post connection from existing main to new main after excavation through any kind of soil and road materials up to required depth. dismantling existing ferrule with all fittings. plugging hole of old main with G.I. plug. drilling and tapping the new main. refixing the ferrule on the new main with serviceable old G.I pipes and other specials (New G.l. pipes and other specials. if required to be installed shall be paid extra) and back filling the trench with excavated materials all complete as per specification and direction of the Engineer- in-Charge. Ref:-UD & MAD (Schedule) 2018, P-21, it - 3.7 |
| 31 | Add GST |
| 32 | Add 1 % Cess Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysSep 24, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender