Rural Development Department has published Construction Of Drinking Water Rcc Tank At Anandabazaar H . S . School Under Dasda R . D . Block Construction. Submission Date for this Tender is 06-03-2020. Water Tank Tenders in DASDA Tripura. Bidders can get complete Tender details and download the document.
| Name of the work: Construction of drinking water RCC water tank at Anandabazar HS School under Dasda RD Block during the year 2019-20. | |||||
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| 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.\nAll kinds of soil | BI01010001010000000000000515BI0100001113 | 28.6009 | Cum |
| 2 | 2 | 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.\nAll kinds of soil | BI01010001010000000000000515BI0100001114 | 19.0722 | Cum |
| 3 | 3 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. | BI01010001010000000000000515BI0100001115 | 2.7757 | Cum |
| 4 | 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work Upto plinth level:\n1:5:10( 1 Cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001116 | 1.57498 | Cum |
| 5 | 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work Upto plinth level:\n1:2:4( 1 Cement: 2 fine sand : 4 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001117 | 1.19998 | Sqm |
| 6 | 6 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement. - All work up to plinth level\n1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001118 | 2.4 | Cum |
| 7 | 7 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-\n in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc\n1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001119 | 7.51497 | Cum |
| 8 | 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-\nRCC work in suspended floors, roofs having slope upto 15° landings, balconies, shelves and chajjas.\n1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001120 | 3.38446 | Cum |
| 9 | 9 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.\nThermo-Mechanically Treated bars/ Cold twisted deformed steel bars | BI01010001010000000000000515BI0100001121 | 1082.31 | Kg. |
| 10 | 10 | Centering shuttering including struttings, propping etc. and removal of form work for:\nSuspended floors, roofs, landings, balconies and access platform with timber planks | BI01010001010000000000000515BI0100001122 | 29.0508 | Sqm |
| 11 | 11 | Centering shuttering including struttings, propping etc. and removal of form work for:\nWalls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc | BI01010001010000000000000515BI0100001123 | 60.601 | Sqm |
| 12 | 12 | Half bric measonry with first class brick work in foundation and plinth including cost of all materials as required complete.\nIn cement morter 1:4 (1 cement: 4 river sand) | BI01010001010000000000000515BI0100001124 | 2.24946 | Cum |
| 13 | 13 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete.\nFixed to openings /wooden frames with rawl plugs screws etc. | BI01010001010000000000000515BI0100001125 | 12 | Kg. |
| 14 | 14 | Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete.\n40 mm thick | BI01010001010000000000000515BI0100001126 | 24 | Sqm. |
| 15 | 15 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 ( thickness to be specified bythe manufacturer ) of approved make in all colours, shades of any size as approved by Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1 : 3 ( 1 cement : 3 fine sand ) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade complete. | BI01010001010000000000000515BI0100001127 | 28.1004 | Sqm. |
| 16 | 16 | Providing and laying 1st quality ceramic glazed floortiles of approved size conforming to IS : 15622 (thickness to be specified by the manufacturer) of approved makein all colours, shades as approved by Engineer-in-charge\nover 20 mm thick bed of cement mortar 1 : 4 (1 cement :4 fine sand) jointed with ordinary cement slurry including pointing with white cement mixed withpigment of matching shade complete.\n40 mm thick | BI01010001010000000000000515BI0100001128 | 12.0003 | Sqm. |
| 17 | 17 | 6 mm cement plaster of mix:\nIn cement mortar 1 : 3 ( 1 cement : 3 fine sand ) | BI01010001010000000000000515BI0100001129 | 29.6008 | Sqm. |
| 18 | 18 | Neat cement punning. | BI01010001010000000000000515BI0100001130 | 29.5937 | Sqm. |
| 19 | 19 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. [Payment shall be made after submission of Test Certificate issued by the Manufacturer]\nWith ready mixed red oxide zinc chromatic on steel / iron works having VOC content less than 250 grams/ litre | BI01010001010000000000000515BI0100001131 | 3.36538 | Sqm. |
| 20 | 20 | Providing & fixing complete set 1 HP monoblock required as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001132 | 1 | Sqm. |
| 21 | 21 | Providing and fixing Polyethelene AluminiumPolyethelene (PEALPE) Composite Pressure Pipes conforming to\n IS 15450 U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 800 C including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc. with clamps at 1.00 metre spacing. This includes testing of joints complete as per direction of the Engineer in charge. | BI01010001010000000000000515BI0100001133 | 200 | meter |
| 22 | 22 | Providing and fixing brass bib cock of approved quality : \n15 mm nominal bore | BI01010001010000000000000515BI0100001134 | 5.9985 | nos |
| 23 | 23 | Providing and fixing brass stop cock of approved quality :\n15 mm dia nominal bore | BI01010001010000000000000515BI0100001135 | 6 | Each |
| 24 | 24 | Providing and fixing gun metal non-return valve of approved quality (screwed end):\n25 mm nominal bore\nVertical | BI01010001010000000000000515BI0100001136 | 1.99914 | Each |
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