Rural Engineering Services-RES has published Tender For Construction Of Art And Craft Room And Library At Mukhmalgaon.. Submission Date for this Tender is 20-09-2023. Building Work Tenders in tehri Uttarakhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic Excavat in foundation trenches or drains (not exceeding 1.5 m in width or 1 including dressing of sides and ramming of bottoms, lift upto 1.5out the excavated soil and disposal of surplus excavated soil as dir of 50 m. All kinds of soil. |
| 2 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centring and shuttering - -All work upto plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) |
| 3 | Filling available excavatedearth (excluding rock)in trenches, plin sidesoffoundationsetc.inlayersnotexceeding20cminde consolidatingeachdepositedlayerbyramming andwatering, up to 50 m and lift upto 1.5 m. |
| 4 | Brick work with F.P.S. bricks of class designation 75 in foundationand plinth in Cement mortar 1:6 ( 1 cement : 6 coarse sand ) |
| 5 | Random rubble masonry with hard stone in foundation and plinth i levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sandaggregate 20mm nominal size) at plinth level with cement mortar 1:6 |
| 6 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shape and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 7 | Providing and laying in position specified grade of reinforcedcement concrete excluding the cost of centring, shuttering,finishing and reinforcement - All work upto plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 8 | Reinforced cement concrete work in walls (any thickness),including attached pilasters, buttresses, plinth and string courses,fillets, columns, pillars, piers,abutments, posts and struts etc. uptofloor five level excluding cost of centring, shuttering, finishing and reinforcement in1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 9 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarsesand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 10 | Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. |
| 11 | Centring and shuttering including strutting,ropping etc. andremoval of form for Foundations, footings, bases of columns, etc. for mass concrete. |
| 12 | Centring and shuttering including strutting,ropping etc. andremoval of form for Suspendedfloors,roofs,landings,balconiesandaccess platform. |
| 13 | Centring and shuttering including strutting,ropping etc. andremoval of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 14 | Centring and shuttering including strutting,ropping etc. andremoval of form for Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 15 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: |
| 16 | P/Fof M.S.Tubular frames for door & window, ventilators & cupboard with L- type section made of 1.60mm thick sheet. |
| 17 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 18 | 12 mm cement plaster of mix in 1:6 (1 cement : 6 fine sand) |
| 19 | 15 mm cement plaster of mix in 1:6 (1 cement : 6 fine sand) |
| 20 | Providing and gradingwater proofing in roofingin cement plaster work in proportion (1:3)recommended by the manufacturers. |
| 21 | Kota Stone work (machine cut edges Veneer work) for wall lining upto 10 m height, backing filled with a grout of 12 mm thick cement mortar 1:3 (1Cement : 3 coarse sand) and jointed with Cement mortar 1:2 (1 cement : 2 stone dust), including rubbing and polishing complete. (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately( 25 mm kota stone flooring work ) |
| 22 | Cement plasterskirting(upto30 cm height) with cement mortar1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. 18 mm thick |
| 23 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 24 | Providing and fixing ISI marked flush door shutters conforming to I non-decorative type, core of block board construction with frame o wood and well matched commercial 3 ply veneering with vertical g bands and face veneers on both faces of shutters. 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 25 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 26 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shadeNew work (two or more coats) over and including waterthinnable priming coat with cement primer |
| 27 | Finishing walls with Water proop cement paint of required shade on newwork(Twoormorecoatsapplied@3.28ltr/10sqm)over and including basecoatofwater proofing cement paintapplied @ 2.20kg/10 sqm. |
| 28 | Painting Wood workwithDeluxeMultiSurfacePaintofrequired shade.Twoor more coat applied @0.90ltr/10sqmoveranundercoatofprimerapplied@0.75ltr/10sqm ofapproved brand or manufacture |
| 29 | Painting steel workwithDeluxeMultiSurfacePaintofrequired shade.Twoor more coat applied @0.90ltr/10sqmoveranundercoatofprimerapplied@0.75ltr/10sqm ofapproved brand or manufacture |
| 30 | Providing & fixing glass panes with putty and glazing clips in steel doors windows, clerestory windows, all complete with 4.0 mm thick glass panes |
| 31 | S/F of galvanized mosquito proof heavy quality wire or expended metal over windows incld. all material labours T&P etc. complete. |
| 32 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 75 mm bend |
| 33 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth,1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed. (Ordinary rock). |
| 34 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. 16.42 |
| 35 | Demolishing R.C.C. work manually/ by mechanical means includingstacking of steel bars and disposal of unserviceable material with in as per direction of Engineer - in- charge. |
| 36 | Demolishing brick work manually/ by mechanical meansincluding stacking of serviceable material and disposal ofunserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar |
| 37 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design |
| 38 | Dismantling Stone Masonry as per Technical Specification Clause 202.Dismantling of existing structures like culverts, bridges, retaining walls and otherstructure comprising of stone masonry, including disposal of unserviceable materialand stacking the serviceable material with all lift and lead of 1000 m as perTechnical Specification Clause 202. |
| 39 | Excavation in foundation for retaining & breast walls in all types of soils and rocksincluding lead, lift and disposal of surplus material as per direction of engineer - in -charge |
| 40 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications) |
| 41 | Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications) |
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