Tender For Construction Of Dinning Hall With Ketchen Sheds
Tender Overview
Project Description
Construction Of Dinning Hall With Ketchen Sheds Construction Of Dinning Hall With Ketchen Sheds (Seating Capacity 120 Students) Of Contai Muslim Girls High School (Hs) Under (Mdw) Scheme - 2023-24, Project Id Md232409191s000
BOQ
| Sl. No. | Item Description |
| 1 | PWDPage No - 1, Item No.- 2. (a), |
| 2 | 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 1500 mm |
| 3 | PWDPage No - 2, Item No.- 4. |
| 4 | (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)By silver sand |
| 5 | Page No.- 14 / Item No.- 1. |
| 6 | Single Brick flat soling of picked jhama bricks including ramming and dressing bed to proper level, and filling joints with powered earth or local sand. |
| 7 | Page No.- 14 / Item No.- 3. |
| 8 | Supplying and laying brick Khoa of ordinary bats of size (38 mmx 63 mm)of approved quality in 100 mm layer (loose) filling in gaps with small onesrammed and compact as directed true to level and grade. |
| 9 | Page No.- 41/ Item No.- 33. |
| 10 | 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 |
| 11 | P.W.D. Page No.- 48/ Item No.- 6(iii) |
| 12 | 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 concretesurface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement).Using grey cement(iii) 35 mm. thick |
| 13 | P.W.D, Page No.- 26, Item no.- 10(i) |
| 14 | 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 |
| 15 | P.W.D. Page No.- 43, Item no.- 40(i)(I). |
| 16 | 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 4 m (i) Tor steel/Mild Steel I. SRMB / JSW/ SHYAM/JSPL/BMASL/ELECTROSTEEL/SSL |
| 17 | Page No.- 42 / Item No.- 36 |
| 18 | Hireand labourchargesfor shuttering with centering and necessary staging upto 4mm, using approved scout propsand thickhard woodplanksof approved thicknesswithrequired bracingsfor concreteslabs, columns, lintels,beamsetc. curvedor straight, including fitting, fixing and striking out after completion of works (upto roof of ground floor).a) 25 mmto30mm thick wooden shutteringasper decision and direction of the Engineer-in- |
| 19 | a) 25 mmto30mm thick wooden shutteringwithout staging In foundation |
| 20 | Page No.- 15 / Item No.- 8(a) |
| 21 | Brick work with 1st class bricks in cement mortar (1:6)(a) In foundation and plinth |
| 22 | Page No.- 15 / Item No.- 8(b). |
| 23 | Brick work with 1st class bricks in cement mortar (1:6)(b) In Super Structure, ground Floor |
| 24 | Page No.- 16/ Item No.- 16. |
| 25 | 125mm thick brick work with 1st class bricks in cement mortar (4:1) in ground floor. |
| 26 | P.W.D. Page No.- 189/ Item No.- 1(i)(b) |
| 27 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including roundingoffor chamfering cornersas directed and rakingoutsjointsor roughening of concrete surface by chamfering etc. including throating, nosing and drip course where necessary(Groundfloor). Excludingcostofchipping over concrete surface](a) With 1:6 cement mortar20 mm thick plaster. |
| 28 | (a) With 1:6 cement mortar15 mm thick plaster. |
| 29 | P.W.D. Page No.- 192/ Item No.- 15. |
| 30 | Neat cement punning about 1.5mm thick in wall, dado, window, sill, floor etc.NOTE:Cement 0.152 cu.m per100sq.m. |
| 31 | Page No.- 105/ Item No.- 15. |
| 32 | Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost ofall labour and materials. |
| 33 | P.W.D. Page No.- 104/ Item No.- 13(a) |
| 34 | (a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor(i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtrWindow |
| 35 | P.W.D. Page No.- 194/ Item No.- 1. |
| 36 | Whitewashingincludingcleaning and smoothening surface thoroughly.(a) onecoat. |
| 37 | P.W.D. Page No.- 194/ Item No.- 4. |
| 38 | Colour washing with any shade with Stainers, as required including cleaning and smoothening surface thoroughly :(i) Internal surface (All floor)b) Two coats (on new works only).(i) Other than yellow, pink. |
| 39 | P.W.D. Page No.- 194/ Item No.- 4. |
| 40 | Colour washing with any shade with Stainers, as required including cleaning and smoothening surface thoroughly :(i) Internal surface (All floor)b) Two coats (on new works only).(i) Other than yellow, pink. |
| 41 | P.W.D. Page No.- 200/ Item No.- 1. |
| 42 | (b) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 43 | P.W.D. Page No.- 200/ Item No.- 2. |
| 44 | (A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surfaceby sand papering etc. including using of approved putty etc. on the surface, if necessary : (b) On steel or other metal surface :With other than hi-gloss of approved quality-(iv) Two coats (with any shade except white) |
| 45 | P.W.D. Page No. 100, Item No. 2(i) |
| 46 | M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161- 1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in- charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816-1969 & IS: 9595 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 suchas electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such aselectricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structuraltubular memebrs 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 height of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof. i) For trusses spanning up to 12.00 m |
| 47 | P.W.D. Page No. 81, Item No.9. |
| 48 | Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)(GCI sheet to be supplied by contractor(i) In Roof:-b) With 0.63 mm thick sheet |
| 49 | P.W.D. Page No.- 81, Item no.- 10. |
| 50 | Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc complete.(225mm end lapping)B) 450 mm lapping each way(b) With 0.63 mm sheet |
| 51 | Page No.- 84, Item no.- 19. |
| 52 | Supplying, fitting and fixing glass reinforced polyester translucent fiber glass sheet to match with GCI Corrugation as per IS: 12866 - 1989 in roof fitted and fixed with 10 mm dia \"J\" or \"L\" hook, bolts and nuts, limpet and bitumen washers and putty with 150mm end lap and one corrugation minimum side lap complete.a) 1.6mm +/- 0.2 mm thick sheet.(2.6Kg/Sq.m)i) Natural white or tinted blue colour |
| 53 | P.W.D. Page No.- 88/ Item No.-27. |
| 54 | Galvanised or painted wind-tie made ofM.S. flats, fitted and fixed complete including cost of necessary fittings.(b) Made with 50 mm. X 6 mm. flats |
| 55 | P.W.D. Page No.- 222/ Item No.- 11. |
| 56 | Supplying, fitting, fixing, Chain link fencing of approved quality with R.C.C posts wooden posts or iron posts by means of galvanised \"C\" clips to grid of horizontal strands of galvanised high tensile spring steel wire of 12 S.W.G which have to be tensioned and fixed to the vertical posts by means of galvanised special clips, bolts and nuts etc.(VI) 25 mm. x 25 mm. x 12 g. |
| 57 | Add 18% GST (Sl No. 1 to 27) |
| 58 | Add 1% Welfare Cess |
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