Tender For Repair And Renovation Of Icds Center - Dakshin Khalpara Anganwadi Centre ( Awc ) Near House Of Aliar Rahaman At Dakshin Khalpara Under Kranti Gram Panchayat Within Kranti Block. Centre No-091, Code No-19328210213
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Project Description
Repair And Renovation Of Icds Center - Dakshin Khalpara Anganwadi Centre ( Awc ) Near House Of Aliar Rahaman At Dakshin Khalpara Under Kranti Gram Panchayat Within Kranti Block. Centre No-091, Code No-19328210213
BOQ
| Sl. No. | Item Description |
| 1 | BUILDING PORTIONP- 11, It. No. 6(a)MItem No-1Dismantling artificial stone flooring upto 50 mm. thick by carefully chiselling without damaging the base and removing rubbish as directed within a lead of 75 m.a) In ground floor including roof |
| 2 | P- 68, It. No. 6(i) Item No-2 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.In ground floor.3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement(i) 20 mm. thick |
| 3 | P- 24, It. No. 4(b) Item No-3Ordinary 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.(b) River bazree |
| 4 | P- 43, It. No. 40(1)(i) Item No-4Reinforcement for reinforced concrete work in the all sorts of structure including distribution bars, stirrups, binders etc including supply of rods initial straightning and removal of loose rust (if necessary), cutting to requisit land, hooking and bending to correct shape, placing in proper posoition and binding with 16 gauge balck wire at every inter section, complete as per drawing and direction.(i) For works in foundation, basement and upto roof of ground floore/upto 4 metre.(Tor steel/mild steel). |
| 5 | P- 42, It. No. 36(a) Item No-5Hire and Labour charges for shuttering with centreing 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,coloumns 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 and direction of the Engineer-in -Charge. |
| 6 | P- 16, It. No. 16 Item No-6125 mm. thick brick wrok with first class bricks in cement morter (4:1) in ground floor. |
| 7 | P- 189, It. No. 1(ii)(a)(b) Item No-4Plaster (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] (b) 20 mm. thick plaster with (4:1) cement concrete. |
| 8 | (b) 15 mm. thick plaster with (4:1) cement concrete. |
| 9 | P- 192, It. No. 15 Item No-8Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.Lum-Sum |
| 10 | P- 117, It. No. 1(ii) (b) Item No-5 Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings. In ground floor.(In case of non-supply of single plank, penal rate of reduction of 20% will bmade)(ii) 40mm thick shutters with 19mm thick panel of size 30 to 45 cm(b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak |
| 11 | P- 194, It. No. 4(b)(ii) Item No-6Colour washing with any shade with stainers, as required including and smoothening surface throughly.i) Internal surface (All floors)b) Two coats(ii) Yellow, pink. |
| 12 | ii) External surface (Ground floor)b) Two coatsii) Yellow, pink. |
| 13 | P- 200, It. No.1(a) Item No-7Primming one coat on timber, plastered or on steel or other metal surface with synthetic enamel/oil bound primer of approved quality including smoothening surface by sand papering etc. |
| 14 | P- 200, It. No. 2(a)(ii) Item No-8Painting with best quality syathetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface of necessary.(a) On timber or plastered surface :(ii) Two coats (white in shade) |
| 15 | P- 104, It. No. 13(a)(i) Item No-9M.S. or W.I. ornamental grill of approved designed joints continuously welded with M.S, W.I flats and bars for windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor.(i)Grill weighting above 10 kg/sq.mt. and upto 16 kg/sq.mt. |
| 16 | P- 140, It. No. 5(iv)(vi) Item No-10Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI marks.iv) 75mm. X 47mm. X 1.70mm |
| 17 | (vi) 100mm. X 50mm. X 1.25mm. |
| 18 | P- 147, It. No. 35(i) Item No-13Iron door handle of approved quality fitted and fixed complete.(i)100 mm. x 5 mm. |
| 19 | TOILET BLOCKOrdinary 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.In Ground Floor : |
| 20 | (Item No.- 1(ii)(c); Page No.- 189 of PWD Bldg. Schedule)Plaster (to wall, floor, celling etc.) with sand and cement morter 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]In Ground Floor :(ii) With 1:4 cement morter(c) 10 mm thick plaster |
| 21 | (Item No.- 15; Page No.- 192 of PWD Bldg. Schedule)Neat cement punning about 1.50 mm. th. in wall, dado, window, sills, floor, drain etc.NOTE : Cement 0.152 cu. M. per 100 sq. m. |
| 22 | PWD(WB),SANITARY & PLUMBING WORKS,Page-88,Item-3(ii)(B)Construction of septic tank of different capacities as per approved drawing with 1st class brick work in cement mortar (1:4) including two 560 mm dia. R.C.C. manhole cover(heavy type)of approved make supplied, fitted and fixed in the 100mm thick R.C.C (1:1.5:3) top slab with necessary fittings, 20mm thick cement plaster (4 : 1) with neat cement finish to the internal surfaces and 15 mm thick cement plaster (4 : 1) to outside wall upto 200 mm below G.L floor finished with 25 mm thick grey artificial stone over 100 mm thick R.C.C(1:1.5:3) bottom slab including supplying, fitting and fixing all necessry specials, fittings, S.W. tees, C.I. foot rest etc. including excavation earth in all sorts of soil, shoring, bailing out and pumping out water as necessary, ramming, dressing the bed and fefilling the sides of the tanks with earth, removing spoils, filling up the chamber with clear water, removing foreign materials from the chamber and including constructing attached inspection pit as per approved drawing and connecting all necessary pipes, joints etc. with internal plaster work and artificial stone flooring is to be done with admixture of water proofing compound @ 0.5% by weight of cement with all costs of labour and materials. Note:- (i) Finished level of Septic Tank should be 400 mm. from Ground Level. (ii) Height of 50 mm. Ventilation pipe &Mosquito proof mesh, should be follwed as per IS:2470,PartI.Payment will be made separetly on the basis of actual height based on relevantii) For 20 usersB) With Bazree (N.B Varity) (SAIL/TATA/RINL) |
| 23 | PWD(WB),SANITARY & PLUMBING WORKS,Page-104,Item-13(i)Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials. With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia.(SAIL/TATA/RINL) |
| 24 | Add:- GST @ 18% |
| 25 | Add:- Cess @ 1% |
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