Tender For Repairing Of Ananda Bhairabi Auditorium Under Ward No. 09 Within Haldia Municipality. ( The Rate Are Based As Per Schedule Of Rates With Latest Revision For Building Works ( Volume - I ) ( Including Materials, Labour & Carriage ) Effective
Tender Value
Ref. Documents
Estimated cost
Bid Submission
31 Jul 2026
10 days left
EMD
9630
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
Medinipur East → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
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Address
Project Description
Tender for Repairing Of Ananda Bhairabi Auditorium Under Ward No. 09 Within Haldia Municipality. ( The Rate Are Based As Per Schedule Of Rates With Latest Revision For Building Works ( Volume - I ) ( Including Materials, Labour & Carriage ) Effective From 1St November 2017 & Including 16Th Corrigenda Effective From 21.10.2022 )
BOQ
| Sl. No. | Item Description |
| 1 | Page No. -10/1Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directedwithin a lead of 75 m.b) Extra rate for each addl. Floor over the rate of ground floor |
| 2 | Page No. - 10/2Dismantling 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 |
| 3 | Page No. - 1/2 (a) 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. |
| 4 | Page No. - 2/4 (a) (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) |
| 5 | Page No. - 14/1Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 6 | Page No. - 42/36Hire 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, columns, lintels curved or straight including fittings, 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 woks beyond the initial 4 m. ht. shall be allowed under 12(e) for every 4 m or part thereof. ) (f) 25 mm to 30 mm shuttering without staging in foundation |
| 7 | Page No. - 43/40 (ii) ( Analysis rate, 10th Corrigenda dt 24.08.2022 ) 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/Mild SteelIII. Other Manufactured not specified |
| 8 | Page No. - 26/10 (i ) ( Analysis rate ) Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mmnominal size) excluding shuttering and reinforcement if any, in ground flooras per relevant IS codes.(i) Pakur Variety |
| 9 | P - 24/4 ( Analysis rate ) 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 |
| 10 | Page No. - 15/8 (a) ( Analysis rate ) Brick work with 1st class bricks in cement mortar (1:6)(b) In superstructure |
| 11 | Page No. - 16/16 ( Analysis rate ) 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in |
| 12 | Page No. - 189/1 ( Analysis rate ) 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](i) With 1:6 cement mortar(b) 20 mm thick plaster |
| 13 | Page No. - 192/15 ( Analysis rate ) Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 14 | Page No. - 48/6 (ii) ( Analysis rate ) (3rd Corrigenda,dt - 04.06.2018)Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour.3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement).Using grey cement(iii) 35 mm. thick |
| 15 | Item No. 17 / P - 101/2 A ( 3rd Corrigenda Addenda, dt - 04.06.2018 )M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approvedmake and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete.The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete.Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the ratefor each additional floor or 4m. beyond the initial 8 m. or part thereof.i) For roof truss worksa) Span up to 12 Mtr |
| 16 | Page No. - 200/1 (a) (a) Priming one coat on steel or other metal surface with synthetic oilbound primer of approved quality including smoothening surfaces by sandpapering etc. |
| 17 | Page No. - 200/2 (A) Painting with best quality synthetic enamel paint of approved makeand brand including smoothening surface by sand papering etc. includingusing of approved putty etc. on the surface, if necessary :(b) On steel or other metal surface :With super gloss (hi-gloss) -(iv) Two coats (with any shade except white) |
| 18 | P - 83/17Supplying, fitting & fixing Industrial Troughed Aluminium sheet (excluding the supporting frame work) of approved make & brand in alloy 3105 conforming to IS: 1254-1991 fitted and fixed with 75 mm & 25 mm Self tapping screw , EPDM Washer 16 mm dia & 3 mm th washer etc complete with 150 mm. end lap and one corrugation minimum side lap.(Payment to be made on area of finished work) (Aluminium sheet to be supplied by contractor).(i) In Roof:-a) With 0.65 mm thick sheet |
| 19 | Item No. 14 / Page No. - 1/3Earth work in filling in foundation trenches or plinth with good earth. in layers not exceeding 150 mm. including watering and raming etc. layer by layer complete. ( Payment to be made on basis of measurement of fiinished quantity of work ) a) With earth obtained from excavation of foundation. |
| 20 | Page No. - 87/1 ( i ) (Sanitary and Plumbing Schedule ) Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm (depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling, 15 mm thick (1:4) cement plaster to inside walls and out-side walls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit, providing necessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth and removing spoilsafter work complete in all respect with all costs of labour and materials.i) With Pakur variety. ( Other than SAIL/TATA/RINL) |
| 21 | Page No. - 12/19 (I) a (Sanitary and Plumbing Schedule )Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). 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)(a) For Exposed WorkPVC Pipes(Dia)20 mm |
| 22 | 25 mm |
| 23 | Page No. - 68/23 A (i) (Sanitary and Plumbing Schedule )Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992(A) (i) Single Socketed 3 Meter Length(b) 110 mm |
| 24 | B) Fittings(iii) Door Tee(b) 110 mm |
| 25 | (B) Fittingsxi) Door Bend (T.S.)(b) 110 mm |
| 26 | GST Item (Effect from 18.07.2022)18 % GST on Estimated Cost of Sl No- 1 to 21.4 |
| 27 | Labour Welfare Cess Item (Effect from 01.11.2017) 1% Labour Welfare Cess on Estmated Cost of Sl No -1 to 22 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 17, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysAug 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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