Tender For Restoration And Waterproffing Of Security Room, Reparing Of Half Wall Around Security Room And Reparing Of Broken Boundary Wall And Other Allied Works At Ballygunge P.S.
Tender Value
2.90 Lakhs
Estimated cost
Bid Submission
01 Sep 2026
6 days left
EMD
6000
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
Kolkata → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Restoration And Waterproffing Of Security Room, Reparing Of Half Wall Around Security Room And Reparing Of Broken Boundary Wall And Other Allied Works At Ballygunge P.S.
BOQ
| Sl. No. | Item Description |
| 1 | BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT1.Surface Dressing of the ground in any kind of soil includingremoving vegetation inequalities not exceeding 15 cm depth anddisposal of the rubbish within a lead upto 75 m as directed. |
| 2 | BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLESETC 10. Stripping off worn out plaster and raking out joints of walls,celings etc. upto any height and in any floor including removingrubbish within a lead of 75m as directed. |
| 3 | BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLESETC. 1. Dismantling all types of masonry excepting cement concreteplain or reinforced, stacking serviceable materials at site andremoving rubbish as directed within a lead of 75 m. (a) In ground floorincluding roof. |
| 4 | BUILDING WORKS ( C ) Brickworks,Concrete Worksetc?34?Supplying,hoisting,fitting and fixing R.C.C. precast thin lintels,75 mm. thick (1:1.5:3) conforming to the specification laid down inC.B.R.I. data sheetNo.1 with stone chips, sand, cement andreinforcement (both main and distribution) bars upto 1.00 percent asper drawing and specification including placing in situ and supportingarrangement for taking the load of super-imposed brick work and striking of the same when directed. I. SAIL/ TATA/RINL (10thCorrigenda & addenda dated 22.01.2020) |
| 5 | BUILDING WORKS (G) WOOD AND PVC WORKS E. REPAIRWORKS30.Labour for taking out door and window frame includingshutter for repair or replacement of different parts of the frame &refixing the same including mending good all damaes complete.(Concrete and brick work for mending damage will bepaidseparately)(b) Above area 2.5 Sq.m |
| 6 | BUILDING WORKS (G) WOOD AND PVC WORKS A. DOORWINDOW FRAME 1. Wood work in door and window frame fitted andfixed in position complete including a protective coat of painting at thecontact surface of the frame exluding cost of concrete, Iron ButtHinges and M.S clamps. (The quantum should be correted upto threedecimals). (b) Ordinary teak. Note: Extra for Lifting Charges for eachadditional floor, i) Rs. 200/- per Cu.m (upto 4th floor) ii)Rs.250/-(above 4th floor) |
| 7 | BUILDING WORKS (G) WOOD AND PVC WORKS B. DOORWINDOW SHUTTER 1. Panel shutters of door and window, as perdesign (each panel consisting of single plank without joint), includingfitting and fixing the same in position but excluding the cost of hingeand other fittings. In ground floor. (In case of non-supply of singleplank, penal rate of reduction of 20% will be made) (i) 50mm thickshutters with 25mm thick panel of size 30 to 45 cm (a) 1st class bestIndian teak. Note: i) Lifting Charges for upper floors refer item H (2).(ii) In case of panel with Rly. Type batton the rates will be reduced byRs.20.00 /Sq.m.) |
| 8 | BUILDING WORKS (G) WOOD AND PVC WORKS D.ACCESSORIES 4. Supplying, fitting and fixing M.S. clamps for doorand window frame made of flat bent bar, end bifurcated withnecessary screws etc. by cement concrete(1:2:4) as per direction.(Cost of concrete will be paid separately) (b) 40mm X 6mm, 200mmLength (The concreting will have to be done for equivalent thicknessof 2 layers of brick work and for the entire width of the wall. Nodeduction on brick work will be made). |
| 9 | BUILDING WORKS (G) WOOD AND PVC WORKS D.ACCESSORIES 5. Iron butt hinges of approved quality fitted andfixed with steel screws, with ISI mark (i) 50mm. X 37mm. X1.50mm.(Add Extra 30% for Oxidised Fittings) |
| 10 | BUILDING WORKS (G) WOOD AND PVC WORKS D.ACCESSORIES 5. Iron butt hinges of approved quality fitted andfixed with steel screws, with ISI mark (v) 75mm. X 60mm. X 3.15mm.(Add Extra 30% for Oxidised Fittings) |
| 11 | BUILDING WORKS (G) WOOD AND PVC WORKS D.ACCESSORIES 10. i) Iron hasp bolt of approved quality fitted andfixed complete (oxidised) with 16mm dia rod with centre bolt andround fitting. (a) 200mm long |
| 12 | BUILDING WORKS (G) WOOD AND PVC WORKS D.ACCESSORIES 26. Anodised aluminium barrel / tower / socket bolt(full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium platedscrews: (ii) 75mm long x 10mm dia. bolt. |
| 13 | BUILDING WORKS (G) WOOD AND PVC WORKS D.ACCESSORIES 26. Anodised aluminium barrel / tower / socket bolt(full covered) of approved manufactured from extruded sectionconforming to I.S. 204/74 fitted and fixed with cadmium platedscrews: (vi) 200mm long x 10mm dia. bolt. |
| 14 | BUILDING WORKS (G) WOOD AND PVC WORKS D.ACCESSORIES 30. Anodised aliminium D-type handle of approvedquality manufactured from extruded section conforming to I.S.specification (I.S. 230/72) fitted and fixed complete: (a) Withcontinuous plate base (Hexagonal/ Round rod) (ii) 100 mm grip x 10mm dia rod. |
| 15 | SECTION 1. ------------BUILDING WORKS (K) PAINTING,VERNISHING ETC A. ORIGINAL WORKS 1 (b) Priming one coat ontimber or plastered surface with synthetic oil bound primer ofapproved quality including smoothening surfaces by sand paperingetc. (This item is applicable to new work or old work when the originalsurface has been exposed by removal of old paint.) |
| 16 | SECTION 1. ------------BUILDING WORKS (K) PAINTING,VERNISHING ETC A. ORIGINAL WORKS 2 (A) Painting with bestquality synthetic enamel paint of approved make and brand includingsmoothening surface by sand papering etc. including using ofapproved putty etc. on the surface, if necessary : (a) On timber orplastered surface :With super gloss (hi-gloss) -(iii) One coat (with anyshade except white) |
| 17 | BUILDING WORKS (F) STRUCTURAL STEEL WORKS, GRILLS,GATES ETC. A. ORIGINAL WORKS 13. (a) M.S.or W.I. Ornamentalgrill of approved design joints continuously welded with M.S, W.I.Flats and bars of windows,railing etc. fitted and fixed with necessaryscrews and lugs in ground floor. (Add extra @ 1% for each addl. floorupto 4th floor and @ 1.25%for each addl. floor above 4th floor) ((ii) Grill weighing above 16Kg./sq.mtr and above. (MODE OF MEASUREMENT):-The weight ofgrill per sq.m. will be determined by taking the physical weight offabricated grill and dividing the same by covered area of the same.N.B. No shop priming will be allowed to facilitate inspection ofworkmanship. Weight of grill is to be taken after final grinding andfinishing the weld. (3rd Corrigenda & addenda dated 04.06.2018) |
| 18 | Providing anti corrosive fusion bonded epoxy couting (FBEC) toreinforcement bar conforming to IS-13620-1993 (with latestamendment) for a thickness of 100 micron to 300 micron after curingas perAnnexure-A of IS: 13620 (1993) (with latest amendment) andapplication of coating should be as per Cl. 6 of including preparationof surface. It also includes the charges of of all necessary tools andplants.Note.- 1) This item shall be executed only after specific instruction ofSuperintending Engineer of the respective Circle. 2) This rate isexclusive of Cost of reinforcing bar.2) This rate is exclusive of cost of reinforcing bar. a) 8 mm ToR(13th Corrigenda & addenda dated26.02.2021) |
| 19 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc..C. REPAIRAND REHABILITATION WORKS?Applying epoxy based reactivejoining agent for joining the old concrete with fresh concrete to beapplied within manufacturer's specified time as per manufacturersspecification. (0.4 Kg / m? of concrete surface).Note: Applicable onlywhen the full diameter of reinforcement steel is exposed. |
| 20 | ORDINARY CEMENT CONCRETE ( MIX 1:1.5:3 ) WITH GRADEDSTONE CHIPS ( 20 MM NOMINAL SIZE) EXCLUDINGSHUTTERING AND REINFORCEMENT, IF ANY, IN GROUNDFLOOR AS PER RELEVANT IS CODES (BASED ON PWDSCHEDULE OF RATES, W.E.F. 01.11.2017 WITH CORRIGENDADT.04.06.2018) |
| 21 | SECTION 1. ------------BUILDING WORKS (I) PLASTERING,POINTING ETC. A. ORIGINAL WORKS 1.Plaster (to wall, floor,ceiling etc.) with sand and cement mortar including rounding off orchamfering corners as directed and raking out joints includingthroating, nosing and drip course, scaffolding/staging wherenecessary (Ground floor).[Excluding cost of chipping over concretesurface](ii) With 1:4 cement mortar (b) 15 mm thick plaster (3rdCorrigenda & addenda dated 04.06.2018) |
| 22 | SECTION 1. ------------BUILDING WORKS (I) PLASTERING,POINTING ETC. A. ORIGINAL WORKS 1.Plaster (to wall, floor,ceiling etc.) with sand and cement mortar including rounding off orchamfering corners as directed and raking out joints includingthroating, nosing and drip course, scaffolding/staging wherenecessary (Ground floor).[Excluding cost of chipping over concretesurface](ii) With 1:4 cement mortar (c) 10 mm thick plaster (3rdCorrigenda & addenda dated 04.06.2018) |
| 23 | SECTION 1. ------------BUILDING WORKS (J)WHITE WASH,COLOUR WASH, DISTEMPER A. ORIGINAL WORKS 8 ApplyingExterior grade Acrylic primer of approved quality and brand onplastered or cencrete surface old or new surface to receive decorativetextured (matt finish) or smooth finish acrylic exterior emulsion paintincluding scraping and preparing the surface throughly, complete asper manufacturer's specification and as per direction of the EIC. InGround Floor: (b) Two Coats [This item to be done under specificinstruction of the Superintending Engineer]N.B.:-Extra for eachadditional floor in external walls refer item 1 of subhead C |
| 24 | SECTION 1. ------------BUILDING WORKS (J)WHITE WASH,COLOUR WASH, DISTEMPER A. ORIGINAL WORKS 17 Protectiveand Decorative Acrylic exterior emulsion paint of approved quality, asper manufacturer's specification and as per direction ofEngineer-in-Charge to be applied over acrylic primer as required. Therate includes cost of material, labour, scaffolding and all incidentalcharges but excluding the cost of primer. In Ground floor (Two Coat)a) Normal Acrylic Emulsion N.B. The items [17 (b) & 17(c)] ofsubhead A are to be selected only with written permission ofSuperintending Engineer for very resticted and small areas of abuilding. |
| 25 | SECTION 1. ------------BUILDING WORKS (J)WHITE WASH,COLOUR WASH, DISTEMPER A. ORIGINAL WORKS 7 Applying Interior grade Acrylic Primer of approved quality and brand onplastered or cencrete surface old or new surface to receiveDistemper/ Acrylic emulsion paint including scraping and preparingthe surface throughly, complete as per manufacturer's specificationand as per direction of the EIC. (In Ground Floor) (a) One Coat ii)Solvent based interior grade Acrylic Primer.[This item to be doneunder specific instruction of the Superintending Engineer] |
| 26 | SECTION 1. ------------BUILDING WORKS (K) PAINTING,VERNISHING ETC A. ORIGINAL WORKS 2 (A) Painting with bestquality synthetic enamel paint of approved make and brand includingsmoothening surface by sand papering etc. including using ofapproved putty etc. on the surface, if necessary : (a) On timber orplastered surface : With super gloss (hi-gloss) - (i) One coat (white inshade) |
| 27 | SECTION 1. ------------BUILDING WORKS (I) PLASTERING,POINTING ETC. A. ORIGINAL WORKS 15 Neat cement punningabout 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement0.152 cu.m per100 sq.m. |
| 28 | SECTION 1. ------------BUILDING WORKS (K) PAINTING,VERNISHING ETC A. ORIGINAL WORKS 1 (a) Priming one coat onsteel or other metal surface with synthetic oil bound primer ofapproved quality including smoothening surfaces by sand paperingetc (This item is applicable to new work or old work when the originalsurface has been exposed by removal of old paint.) |
| 29 | BUILDING WORKS (K) PAINTING, VERNISHING ETC?(A)ORIGINAL WORKS.(2)(A) Painting with best quality synthetic enamelpaint of approved make and brand including smoothening surface bysand papering etc. including using of approved putty etc. on thesurface, if necessary :(b) On steel or other metal surface :With otherthan hi-gloss of approved quality-(iii) One coat (with any shade exceptwhite) |
| 30 | BUILDING WORKS (E) ROOFING, SHEET WALLING&WATERPROOF TREATMENT . D. REPAIR & REHABILITATION 3.Repairs to roof cracks with cement and sand mortar (1:4)includingcutting grooves and cleaning cracks and grouting the cracks with neatcement before repairs. (Cement 0.63 Kg/Mtr. ) |
| 31 | BUILDING WORKS (E) ROOFING, SHEET WALLING&WATERPROOF TREATMENT . B. WATERPROOF TREATMENT4. Supplying & laying 3mm thick pre-fabricated plastomeric waterproofing membrane conforming to EN 12311-1 & ASTMD 5147,manufactured with atactic poly propylene (APP) modified premiumgrade asphalt , specially reinforced with non-woven polyester corewith polyester reinforcement @160 gms per sqm & both facescovered with thermo-fusible polyethylene film /MineraL on top faceover a coat of primer @ 0.40 lit/sqm of manufacturer's specificationonsmooth,clean dry surface prepared wherever required.Lap joint shallbe provided of 75 mm in longitudinal & 100 mm in transversedirection and fused using LPG/ Propane torch employing extra careensuring full bondage, complete removal of entrapped air and sealingedges into grooves in appropriate manner as per direction of Engineer -in-charge all complete including materials,labour andapplicable taxes. (Payment shall be made on the basis of finishedsurface area.). Membrane Property: Softening Point > 150 deg C,Cold Flexibility < -6 deg C, Tensile Strength, N/cm : 600(longitudinal), 450 (transverse), Tearing Strength, N: 300(longitudinal), 200 (transverse) |
| 32 | BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLESETC 13. Removal of rubbish,earth etc. from the working site anddisposal of the same beyond the compound, in conformity with theMunicipal / Corporation Rules for such disposal, loading into truckand cleaning the site in all respect as per direction of Engineer incharge |
| 33 | BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT2. Earth work in excavation of foundation trenches or drains, in allsorts of soil (including mixed soil but excluding laterite or sandstone)including removing, spreading or stacking the spoils within a lead of75 m. as directed. The item includes necessary trimming the sides oftrenches levelling, dressing and ramming the bottom, bailing outwater as required complete. (a) Depth of excavation not exceeding1,500 mm. |
| 34 | BUILDING WORKS ( C ) BRICKWORKS, CONCRETE WORKS Etc.A. BRICK WORKS 1. Single Brick Flat Soling of picked jhama bricksincluding ramming and dressing bed to proper level and filling jointswith local sand. ( 3rd Corrigenda & addenda dated 04.06.2018) |
| 35 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc B.CONCRETE WORKS 1. Cement concrete with graded jhama khoa(30 mm size) excluding shuttering In ground floor and foundation (a)1:3:6 proportion. ( 3rd Corrigenda & addenda dated 04.06.2018) |
| 36 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc A. BRICKWORKS 7. Brick work with 1st class bricks in cement mortar (1:4) (a)In foundation and plinth. ( 3rd Corrigenda & addenda dated04.06.2018) |
| 37 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc A. BRICKWORKS 16. 125 mm. thick brick work with 1st class bricks in cementmortar (1:4) in ground floor. ( 3rd Corrigenda & addenda dated04.06.2018) |
| 38 | ORDINARY CEMENT CONCRETE ( MIX 1:2:4 ) WITH GRADEDSTONE CHIPS ( 20 MM NOMINAL SIZE) EXCLUDINGSHUTTERING AND REINFORCEMENT, IF ANY, IN GROUNDFLOOR AS PER RELEVANT IS CODES (BASED ON PWDSCHEDULE OF RATES, W.E.F. 01.11.2017 WITH CORRIGENDADT.04.06.2018) |
| 39 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc?36...Hireand labour charges for shuttering with centering and necessarystaging upto 4 m using approved stout props and thick hard woodplanks of approved thickness with required bracing for concrete slabs,beams and columns, lintels curved or straight including fitting, fixingand striking out after completion of works (upto roof of groundfloor).(When the height of a particular floor is more than 4 m theequivalent floor height shall be taken as 4 m and extra for worksbeyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof).(a) 25 mm to 30 mm thick wooden shuttering as perdecision & direction of Engineer-In-Charge.Notes:- For shuttering inshell roof, grid roof with vertical faces folded plate, arched roof therate in 36 (a), 36 (b) & 37 (c ) of subhead B above to be increased by100 % . For grid roof with splayed faces, rate is to be increased by150%. |
| 40 | Sub Total |
| 41 | GST 18% |
| 42 | CESS 1% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 25, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysSep 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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