Tender For Construction Of Pump House Beside Sir Syed Ahmed School ( 36/22 Hara Chand Mukherjee Lane) With Laying Of 200 Mm Dia Di & 200 Mm Dia Hdpe Pipe Upto Hdc Single Barrel,Under H.M.C Ward No.20
Tender Value
48.58 Lakhs
Estimated cost
Bid Submission
04 Aug 2026
3 days left
EMD
97173
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 Construction Of Pump House Beside Sir Syed Ahmed School ( 36/22 Hara Chand Mukherjee Lane) With Laying Of 200 Mm Dia Di & 200 Mm Dia Hdpe Pipe Upto Hdc Single Barrel,Under H.M.C Ward No.20
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.a) In ground floor including roof. [P.W.D.(Bldg.). Page- 10, Item-1.(a)] |
| 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.a) In ground floor including roof. (a) upto 150 mm. thick [Ref : P.W.D.(Rds), Page -321, Item-18.02] |
| 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 : P.W.D.(Rds), Page -321, Item-18.02] |
| 4 | 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. (b) Depth of excavation for additional depth beyond 1,500mm. and upto 3,000 mm. but not requiring shoring. [P.W.D.(Bldg.). Page- 1, Item-2] |
| 5 | 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 in encountered in case of emergency maintenance works related to leakage, breakage and making wet connections. [Ref:K.M.D.A.(W.S.) Page-82,Item No-6.1] |
| 6 | Hire and labour charge for shoring work…… of E.I.C. (a) Depth up to 1.5M (KMDA, (W.S)2021, P-61, IT-1.5a.I) |
| 7 | 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)(a) With earth obtained from excavation of foundation. [ P.W.D.(Bldg.). Page- 1, Item-3.(a)] |
| 8 | A) 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) [P.W.D.(Bldg.). Page- 2, Item - 4] |
| 9 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. [P.W.D.(Bldg.). Page- 14, Item - 3rd corri] |
| 10 | Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion [P.W.D.(Bldg.). Page- 23, Item-1(a)&3rd corri] |
| 11 | 125 mm. thick brick work with 1st class bricks in cementmortar (1:4) in ground floor. [P.W.D.(Bldg.). Page- 16, Item-16&3rd Corrigenda] |
| 12 | Brick work with 1st class bricks in cement mortar (1:4)(b) In super structure, ground floor. [P.W.D.(Bldg.). Page- 15, Item-7(b)&3rd Corrigenda] |
| 13 | 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)a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. [P.W.D.(Bldg.). Page- 42, Item - 36.(a)] |
| 14 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.[P.W.D.(Bldg.). Page- 47, Item - 3] |
| 15 | 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 groundfloor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL [P.W.D.(Bldg.). Page- 44, Item-40(I) & 10th Corrigenda ] |
| 16 | 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 [P.W.D.(Bldg.). Page- 26, Item-10(a) & 3RD Corrigenda] |
| 17 | Labour for Chipping of concrete surface before taking up Plastering work. [P.W.D.(Bldg.). Page- 192,Item - B.(1)] |
| 18 | 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).[Excluding cost of chipping over concrete surface] (ii) With 1:4 cement mortar (a) 20 mm thick plaster |
| 19 | (b) 15 mm thick plaster [ P.W.D.(Bldg.). Page- 189, Item-1(ii). & 3RD Corrigenda] |
| 20 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. [P.W.D.(Bldg.). Page- 192, Item-15] |
| 21 | (a) M.S.or W.I. Ornamental grill of approved design jointscontinuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. ii) Grill weighing above 16 Kg./sq.mtr and above [P.W.D.(Bldg.). Page- 104, Item-13.(a).(i) & 3rd corrigenda] |
| 22 | Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom guide rail, 20mm x 10mm x 2mm vertical channels 100mm apart in fully stretched position 20mm x 5mm M.S. flats as collapsible bracings properly rivetted and washered including 38mm steel rollers including locking arrangements, fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good damages complete.In ground floor. [P.W.D.(Bldg.). Page- 106, Item-18 & 3rd corrigenda] |
| 23 | (b) Supplying fitting and fixing steel rolling grills link type, shutter with 18 B.G .of approved type steel to the section 75mm wide, fitted with coil wire spring to necessiate the fitting of required Nos. of C.I. Pulleys on heavy type solid drawn seamless steel tube complete with locking arrangements both inside and outside specially builtup side guide channels including providing a hood for the steel rolling shutter in the room, painting two coats of approved aluminium paint over a coat of red lead primer complete. [P.W.D.(Bldg.). Page- 106, Item-19] |
| 24 | Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification andas per direction of the EIC. (In Ground Floor) i) Water based interior grade Acrylic Primer(b) Two Coats [P.W.D.(Bldg.). Page- 196, Item-7.(b).(i)] |
| 25 | Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer's specification) including cleaning and smoothning of surface.iii) Two coats. [P.W.D.(Bldg.). Page- 196, Item-10] |
| 26 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. In Ground Floor: (b) Two Coats [P.W.D.(Bldg.). Page- 196, Item-8.(b)] |
| 27 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.In Ground floor (Two Coat)b) Premium 100% Acrylic Emulsion [P.W.D.(Bldg.). Page- 197, Item-7.(b)] |
| 28 | Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. [P.W.D.(Bldg.). Page- 200, Item-1.(b)] |
| 29 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :a) On timber or plastered surface :iv) Two coats (with any shade except white) [P.W.D.(Bldg.). Page- 200, Item-2.(a).(iv)] |
| 30 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. [P.W.D.(Bldg.). Page- 200, Item-1.(a)] |
| 31 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :(b) On steel or other metal surface :iv) Two coats (with any shade except white) [P.W.D.(Bldg.). Page- 201, Item-2.(b).(iv)] |
| 32 | Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals). (c) Sal : Siliguri. [P.W.D.(Bldg.). Page- 114, Item-1.(c).] |
| 33 | Supplying solid flush type doors of deluxe decorative (both side) quality, conforming to I:S 2202 timber frame consisting of top and bottom rail and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 27.5mm wide battens places both ways in order to made the door of solid core and internal lipping with teak, mahogony or rose wood approved decorative veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing the shutters in position but excluding the cost of hinges and other fittings in ground floor: (a) 35mm thick shutters (single leaf) [P.W.D.(Bldg.). Page- 124, Item-12.(a).] |
| 34 | Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. (Cost of concrete will be paid separately)(c) 40mm X 6mm, 125mm Length [P.W.D.(Bldg.). Page- 140, Item-4.(C)] |
| 35 | Supplying 'Godrej' mortice lock chromium plated with keys 6 levers including fitting & fixing complete. [P.W.D.(Bldg.). Page- 143, Item-16.(b)] |
| 36 | Door stopper.(Brass) [P.W.D.(Bldg.). Page- 143, Item-19.(i)] |
| 37 | Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark(vii) 100mm. X 58mm. X 1.90mm. [P.W.D.(Bldg.). Page- 140, Item-5.(vii)] |
| 38 | i) Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting.(b) 250mm long. [P.W.D.(Bldg.). Page- 142, Item-10.i.c.] |
| 39 | Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window withfixing of glass (excluding cost of glass) all complete as per architectural drawings and direction of Engineer-in-charge. 10-12 Micron thickness Annodizing filmNatural white For 3-Track window : [P.W.D.(Bldg.). Page- 245, Item-15] |
| 40 | Supplying bubble free float glass of approved make and brand conforming toIS:2835-1987. v) 6mm thick clear glass. [P.W.D.(Bldg.). Page- 243, Item-9(v)] |
| 41 | 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 : P.W.D (Bldg) 2017, Page-12, Item No. 13] |
| 42 | Sanitary Work Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 (A) (i) Single Socketed 3 Meter Length (a) 75 mm |
| 43 | B) Fittings (ii) Plain Tee (a) 75 mm |
| 44 | (iii) Door Tee (a) 75 mm |
| 45 | (vii) Door Y (a) 75 mm |
| 46 | (ix) Bend 45º (a) 75 mm |
| 47 | (x) Bend 87.5º (a) 75 mm |
| 48 | (xiv) Cross Tee with Door (a) 75 mm |
| 49 | (xv) Vent Cowl (a) 75 mm |
| 50 | (xvi) Pipe Clip (a) 75 mm |
| 51 | Supply D.I. pipe K9 (A) 200 mm dia. (Rate accepted from P.H.E Dpt.) |
| 52 | Laying D.I. pipe K9 (A) 200 mm dia. [Ref :U.D.M.A.D (W.S), Page-6 , Item No. 2.1.2] |
| 53 | Rubber gasket joints to C.l./D.l. pipes and specials all complete to makes the joint water tight as required hydraulic pressure as per specification and direction of the Engineer-in-charge. 200 mm dia. [Ref :U.D.M.A.D (W.S), Page-8 , Item No. 2.1.5] |
| 54 | 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. 200mm dia [Ref :U.D.M.A.D (W.S), Page-8 , Item No. 2.1.5] |
| 55 | Cutting of C.l/D.I pipes for fitting with pipes and-or specials of similar or dissimilar materials at the time of laying without damaging any part of the required length including taking out of the broken pieces from the trench and restacking the same at the specified location as per direction of the Engineer-in-charge. 200mm dia. [Ref :U.D.M.A.D (W.S), Page-9 , Item No. 2.1.7] |
| 56 | Chamfering the spigot end of C.l./D.l. pipes for fitting with the socket of C.I./D.I. pipes and/or specials in tyton jointed water mains or other wise using electric grinder as per specification and direction of the Engineerin- charge. 200mm dia. [Ref :U.D.M.A.D (W.S), Page-10 , Item No. 2.1.8] |
| 57 | Cutting of Single bit/Double bits of socket of rubber gasket jointed C.I/ D.I socket & spigot pipes without damaging any portion of the pipe end making the pipe free from all broken pieces as per direction of the Engineer-in- charge. 200mm dia. [Ref :U.D.M.A.D (W.S), Page-10 , Item No. 2.1.9] |
| 58 | Lowering, fitting and fixing of all types of valves in proper position and alignment 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]. 200mm dia. [Ref :U.D.M.A.D (W.S), Page-46 , Item No. 8.6] |
| 59 | Cost iron double flanged manually operated sluice valves generally conforming to IS 14846 : 2000, having four faces and spindle nut of gunmetal, inside screw non- rising type quality gunmetal /AISI 410 spindle: seat tested to 10kg/CM2 and body tested to 15kg/CM2 , flanges flat faced and drilled to 1S. : 1538 : 1993. Painted black all over with asphalt base paint. Valves tested by closed end method. NB Diameter in mm 200mm dia [Ref :U.D.M.A.D (W.S), Page-46 , Item No. 8.6] |
| 60 | Sluice valve chamber with C.I. heavy cover with locking arrangement, (weight not less than 25 kg) (size of chamber 450 mm X 600 mm inside upto 900 mm depth) 250 mm thick cement brick walls (6:1), 150 mm thick cement concrete (6:3:1) bed with stone chips, 20 mm thick cement plaster (6:1) for inside wall and 15 mm thick cement plaster (4:1) for outer walls including rounding corners. [Ref : P.W.D (S&P). Page-8,Item No-10,] |
| 61 | Providing lighting arrangements… Etc complete. (Rate accepted by H.M.C) |
| 62 | Hire and labour charges for 100 mm dia bamboo railing on 150 mm dia Jhau/Eucalyptus or other approved timber posts each 2.0 m in length, tied 2 number post strongly with coir ropes in the fashion of a scissor with a spacing of 1.8 m over pacca road without damaging the surface and tying strongly 3 (three) rows of bamboo railing on each leg and 1 (one) railing connecting all the top junctions including cost of loading unloading, stacking & carriage of all materials and labour complete, clearing the site as per direction of Engineer in charge after removing the barricade. 100mm. dia bamboo railing & 150mm.diaJhau/Eucalyptus/other approved timber posts with 1.8 m spacing. [Ref : P.W.D.(Bldg) 2017, Page-270 , Item No. 3.i] |
| 63 | 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. (ii) Laying of pipe line including cost of pipe & fittings/specials butexcluding cost of valves. h) 200mm(OD) [Ref : P.H.E.D, Page-L-15, It. - 4.(b).(ii).h] |
| 64 | Installation of electrical pump, 22.5 HP, with all necessary electrical fittings. (Market Rate) |
| 65 | Electrical Work |
| 66 | Add 18% GST |
| 67 | Add 1% Cess Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysAug 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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