Rural Engineering Services-RES has published Reconstruction Of Govt . Primary School At Kemwal Gaon , Chamba. Submission Date for this Tender is 01-07-2021. Building Work Tenders in kemwal gaon, Chamba Uttarakhand. Bidders can get complete Tender details and download the document.
| Name of Work:- Reconstruction of Govt Primary School At Kemwal gaon, Chamba,Tehri Garhwal | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Taking out doors, windows and clerestory window shutters (steel or\nwood) including stacking within 50 metres lead :Of area 3 sq. metres and below | 12 | CUM | |
| 2 | 2 | Demolishing R.C.C. work manually/ by mechanical means including\nstacking of steel bars and disposal of unserviceable material within\n50 metres lead as per direction of Engineer - in- charge. | 16.33 | Cum | |
| 3 | 3 | Demolishing cement concrete manually/ by mechanical means\nincluding disposal of material within 50 metres lead as per direction\nof Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design\nmix) | 9.78 | CUM | |
| 4 | 4 | Demolishing stone rubble masonry manually/ by mechanical means\nincluding stacking of serviceable material and disposal of\nunserviceable material within 50 metres lead as per direction of\nEngineer-in-charge : In cement mortar | 60.31 | CUM | |
| 5 | 5 | Earth work in rough excavation, banking excavated earth in layers cm in depth, breaking clods watering, rolling each layer with ½ ton or steel rammers, and rolling every 3rd and top-most layer with po 8 tonnes and dressing up in embankments for roads, flood banks, guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m. All Kinds of soil. | 48.88 | CUM | |
| 6 | 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level. 1:5:10 (1 cement: 5 coarse sand: 10graded stone aggregate 40 mm nominal size) | 23.47 | Cum | |
| 7 | 7 | Providing and laying in position specified grade of reinforced cement 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) | 7.14 | CUM | |
| 8 | 8 | Providing and laying in position cement concrete of specified grade cost of centring and shuttering - -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 12.35 | CUM | |
| 9 | 9 | Random rubble masonry with hard stone in foundation and plinth i levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand aggregate 20mm nominal size) at plinth level with | 18.78 | CUM | |
| 10 | 10 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 ( 1 cement : 6 coarse sand ) | 5.52 | CUM | |
| 11 | 11 | 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. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 36.6 | CUM | |
| 12 | 12 | Providing and fixing pressed steel door frames confirming to IS: 43 from commercial mild steel sheet of 1.25 mm thickness including h jamb, bead and if required angle threshold of mild steel angle of se or base ties of 1.25mm pressed mild steel welded or rigidly fixed t mechanical means, adjustable lugs with split end tail to each jamb butt hinges 2.5mm thick with mortar guards, lock strike-plate and as specified and applying a coat of approved steel primer after pre surface as directed by Engineer-in-charge | 26.5 | R.M | |
| 13 | 13 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete With 2nd class teak wood beading 62X19 mm ?\n | 16.21 | Sqm | |
| 14 | 14 | Brick work with F.P.S. bricks of class designation 75 in superstruct level upto floor V level in all shapes and sizes in 1:6 | 48.82 | Cum | |
| 15 | 15 | Providing and fixing tublar frames for doors, windows and ventilato mild steel Tee-sections, joints mitred and welded with 15x3 10cm long embedded in cement concrete blocks 15x10x10 cm of 1 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm no size) or with wooden plugs and screws or rawl plugs and screws or dash fastener or with fixing clips or with bolts and nuts as | 583.56 | Kg | |
| 16 | 16 | Structural steel work in single section fixed with or without c plate including cutting, hoisting, fixing in position and applying a pr coat of approved steel primer all complete. | 499.36 | Kg | |
| 17 | 17 | Renewing glass panes, with putty and nails wherever necessary float glass panel of thickness4mm | 16.21 | Sqm | |
| 18 | 18 | Centring and shuttering including strutting,ropping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. | 179.36 | Sqm | |
| 19 | 19 | Centring and shuttering including strutting,ropping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. | 124.56 | Sqm | |
| 20 | 20 | Centring and shuttering including strutting,ropping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. | 50.51 | Sqm | |
| 21 | 21 | Centring and shuttering including strutting,ropping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. | 41.98 | Sqm | |
| 22 | 22 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. | 3925.46 | KG | |
| 23 | 23 | 12 mm cement plaster of mix in 1:6 (1 cement : 6 fine sand) in Smooth surface | 291.58 | Sqm | |
| 24 | 24 | 15 mm cement plaster on rough side of single or half brick wall of mix 1:6 | 177.39 | Sqm | |
| 25 | 25 | 15 mm cement plaster on rough side of single or half brick wall fini floating coat of neat cement of mix 1:3 cement Fine sand | 1.56 | Sqm | |
| 26 | 26 | Filling available excavated earth (excluding rock) in trenches, plin sides of foundations etc. in layers not exceeding 20cm in de consolidating each deposited layer by ramming and watering, up to 50 m and lift upto 1.5 m. | 48.52 | CUM | |
| 27 | 27 | Kota stone slab flooring over 20 mm (average) thick base laid over and\njointed with grey cement slurry mixed with pigment to match the shade\nof the slab, including rubbing and polishing complete with base of cement\nmortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick | 158.19 | Sqm | |
| 28 | 28 | 1:3:6 (1 Cement : 3 fine sand : 6 graded stone aggregate 40 mm nominal size). In drin | 5.4 | Cum | |
| 29 | 29 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and\npillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3\ncoarse sand) and jointed with grey cement slurry mixed with pigment to\nmatch the shade of the slabs, including rubbing and polishing complete. | 10.98 | Sqm | |
| 30 | 30 | Grading roof for water proofing treatment with cement mortor 1:3 (1cement 3 coarse sand) | 6.12 | CUM | |
| 31 | 31 | 30 mm thick flush door shutter including ISI marked Stainless Steel butt hinges with necessary screws. | 10.97 | Sqm | |
| 32 | 32 | Providing and applying white cement based putty of average thickness\n1 mm, of approved brand and manufacturer, over the plastered wall\nsurface to prepare the surface even and smooth complete. | 627.16 | Sqm | |
| 33 | 33 | Distempering with 1st quality acrylic distemper (ready mixed) of\napproved manufacturer, of required shade and colour complete, as\nper manufacturer's specification. Two or more coats on new work | 478.66 | Sqm | |
| 34 | 34 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture | 25.87 | SQM | |
| 35 | 35 | Painting Steel work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture | 32.4 | SQM | |
| 36 | 36 | Excavation in foundation for retaining, breast walls etc, in all types of\nsoils and rocks including all lead, lift and disposal of surplus material as\nper direction of engineer - in - charge, as per drawing and technical\nspecifications Clause 305.1 of MORD Specifiction | 16.2 | CUM | |
| 37 | 37 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete\nincluding supply of all material, labour, T&P etc. required for proper\ncompletion of the work. as per drawings and technical specifications\nClause 802, 803, 1202 & 1203 of MORD Specifiction | 21.6 | CUM | |
| 38 | 38 | 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) | 60.54 | cum | |
| 39 | 39 | 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) | 23.4 | cum |
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