Rural Engineering Services-RES has published Construction Of Two Additional Room And Verandah At G . I . C . Salempur Block Bahadrabad Haridwar . . Submission Date for this Tender is 21-07-2020. Building Work Tenders in As per tender notice Uttarakhand. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 17-Jul-2020 | Date Change | Date | 21-07-2020 |
| Name of Work:- Construction of two additional room and verandah at G.I.C.Salempur Block Bahadrabad Haridwar. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | BI01010001010000000000000515BI0100001113 | 128.55 | cum |
| 2 | 2 | Treatment of soil under existing floors using chemical emulsion@ one litre per hole, 300 mm apart including drilling 12mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1%concentration\n\n | BI01010001010000000000000515BI0100001114 | 144.94 | sq.m |
| 3 | 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | BI01010001010000000000000515BI0100001115 | 26.46 | cum |
| 4 | 4 | Providing and laying in position cement concrete of 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001116 | 19.2 | cum |
| 5 | 5 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete.\n | BI01010001010000000000000515BI0100001117 | 19.18 | cum |
| 6 | 6 | 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) | BI01010001010000000000000515BI0100001118 | 10.13 | cum |
| 7 | 7 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001119 | 36.55 | cum |
| 8 | 8 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.\n(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).\n All works upto plinth leve | BI01010001010000000000000515BI0100001120 | 33.01 | cum |
| 9 | 9 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.\n(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works above plinth level upto floor V leve\n | BI01010001010000000000000515BI0100001121 | 38.11 | cum |
| 10 | 10 | Centring and shuttering including strutting,ropping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. | BI01010001010000000000000515BI0100001122 | 23 | sq.m |
| 11 | 11 | Centring and shuttering including strutting,ropping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. | BI01010001010000000000000515BI0100001123 | 176.49 | sq.m |
| 12 | 12 | Centring and shuttering including strutting,ropping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. | BI01010001010000000000000515BI0100001124 | 213.97 | sq.m |
| 13 | 13 | Centring and shuttering including strutting,ropping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. | BI01010001010000000000000515BI0100001125 | 90.3 | sq.m |
| 14 | 14 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo - Machanically -Treated bars. | BI01010001010000000000000515BI0100001126 | 8314.9 | Kg |
| 15 | 15 | Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm,or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means,adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm 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\n | BI01010001010000000000000515BI0100001127 | 30 | Rm |
| 16 | 16 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with L-Type section made of 1.60mm thick M.S. Sheet, joints\nmitred and welded and grinded finish profiles required size with 15x3mm lugs 10cm long embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primers. Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 ( 1 Cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size\n\n | BI01010001010000000000000515BI0100001128 | 1188 | Kg |
| 17 | 17 | 12 mm cement plaster of mix. 1:6 cement and fine sand mortar. | BI01010001010000000000000515BI0100001129 | 532.75 | sq.m |
| 18 | 18 | 6 mm cement plaster of mix1:3 (1 cement: 3 fine sand)\n\n | BI01010001010000000000000515BI0100001130 | 174.7 | sq.m |
| 19 | 19 | Providing and fixing 35 mm th. ISI marked flush door shutters including stailness butt hinges with necessary screw conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters | BI01010001010000000000000515BI0100001131 | 10.08 | sq.m |
| 20 | 20 | Providing and fixing ISI marked oxidised M.S.sliding door bolts with nuts and screws etc. 250 x 16 mm | BI01010001010000000000000515BI0100001132 | 4 | Nos. |
| 21 | 21 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. 125 mm | BI01010001010000000000000515BI0100001133 | 8 | Nos. |
| 22 | 22 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc.200 x 10 mm | BI01010001010000000000000515BI0100001134 | 8 | Nos. |
| 23 | 23 | Providing and fixing aluminium hanging floor door stopper ISI marked anodised Single rubber stopper\n\n | BI01010001010000000000000515BI0100001135 | 4 | Nos. |
| 24 | 24 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | BI01010001010000000000000515BI0100001136 | 63.94 | cum |
| 25 | 25 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm\n\n | BI01010001010000000000000515BI0100001137 | 134.46 | sq.m |
| 26 | 26 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm\n\n\n | BI01010001010000000000000515BI0100001138 | 9.88 | sq.m |
| 27 | 27 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick. (Rate L.S.) | BI01010001010000000000000515BI0100001139 | 118.77 | Rm |
| 28 | 28 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth | BI01010001010000000000000515BI0100001140 | 39.59 | sq.m |
| 29 | 29 | Brick edging 7cm wide 11.4cm. deep to plinth protection with bricks of class designation 75 including grouting with cement mortar 1:4 (1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001141 | 364.2 | metre |
| 30 | 30 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer\n\n | BI01010001010000000000000515BI0100001142 | 364.2 | sq.m |
| 31 | 31 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/10 sqm\nover and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)\n\n\n\n | BI01010001010000000000000515BI0100001143 | 223.65 | sq.m |
| 32 | 32 | 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 | BI01010001010000000000000515BI0100001144 | 20.16 | sq.m |
| 33 | 33 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture\n\n | BI01010001010000000000000515BI0100001145 | 21.96 | sq.m |
| 34 | 34 | Float glass panes 4 mm thick glass pane (weight not less than 10 kg per sqm) | BI01010001010000000000000515BI0100001146 | 21.96 | sq.m |
| 35 | 35 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | BI01010001010000000000000515BI0100001147 | 707.45 | sq.m |
| 36 | 36 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture\n1.4 mm in both directions with wire of dia 0.63 mm all complete.With 12 mm mild steel U beading | BI01010001010000000000000515BI0100001148 | 21.96 | sq.m |
| 37 | 37 | Grading roof for water proofing treatment with Cement mortar 1:3 (1 cement : 3 coarse sand)\n\n | BI01010001010000000000000515BI0100001149 | 7.03 | cum |
| 38 | 38 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:a) after surface preparation, first layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compound @ 0.253kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm.c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. | BI01010001010000000000000515BI0100001150 | 175.74 | sq.m |
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