Public Works Department-PWD has published Construction Of Multi-Storied Court Building (G+5) In The Court Complex Of District & Sessions Judge, West Tripura, Agartala. / Installation Of Fire Fighting Equipments/ Construction Of Ground Water Reservoir In/C Pump House And Site Development Works. Submission Date for this Tender is 04-09-2020. Fire Protection System Tenders in AGARTALA Tripura. Bidders can get complete Tender details and download the document.
| Name of Work : Construction of Multi-storied Court Building (G+5) in the Court Complex of District & Sessions Judge, West Tripura, Agartala. / Installation of Fire fighting equipments/ Construction of Ground Water Reservoir in/c Pump house and Site Development works. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1.1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto1.5m, disposed earth to be levelled and neatly dressed.\n - All kinds of soil | BI01010001010000000000000515BI0100001113 | 165.048 | cum |
| 2 | 1.2 | 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.\n - All kinds of soil | BI01010001010000000000000515BI0100001114 | 58.35 | cum |
| 3 | 1.3 | 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.\n - All kinds of soil | BI01010001010000000000000515BI0100001115 | 55.016 | cum |
| 4 | 1.4 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.\n\n | BI01010001010000000000000515BI0100001116 | 74.466 | cum |
| 5 | 1.5 | Carring of Excavated earth by Mechanical Transport including loading, unloading and stacking with in 6.00 (six) k.m | BI01010001010000000000000515BI0100001117 | 168.382 | cum |
| 6 | 1.6 | 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. | BI01010001010000000000000515BI0100001118 | 11.685 | cum |
| 7 | 1.7 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - | BI01010001010000000000000515BI0100001119 | ||
| 8 | 1.71 | (i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001120 | 14.71 | cum |
| 9 | 1.8 | Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centring, 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 the direction of Engineer-in-Charge.\n(Note :- Cement content considered in this item is @ 410 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). | BI01010001010000000000000515BI0100001122 | ||
| 10 | 1.81 | (i) All work upto plinth level:\n - Reinforced cement concrete grade M-25 using 410 kg ofcement per cum | BI01010001010000000000000515BI0100001123 | 51.213 | cum |
| 11 | 1.82 | (ii) All works upto Floor five level\n - Reinforced cement concrete grade M-25 using 410 kg of cement per cum | BI01010001010000000000000515BI0100001124 | 11.026 | cum |
| 12 | 1.9 | Centering shuttering including struttings, propping etc. and removal of form work for: | BI01010001010000000000000515BI0100001125 | ||
| 13 | 1.91 | (i) Foundations, footings, bases for columns etc. for mass concrete with timber plank | BI01010001010000000000000515BI0100001126 | 21.8 | sqm |
| 14 | 1.92 | (ii) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply | BI01010001010000000000000515BI0100001127 | 131.04 | sqm |
| 15 | 1.93 | (iii) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply | BI01010001010000000000000515BI0100001128 | 83.72 | sqm |
| 16 | 1.94 | (iv) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply | BI01010001010000000000000515BI0100001129 | 85.33 | sqm |
| 17 | 1.95 | (v) Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply | BI01010001010000000000000515BI0100001130 | 21.6 | sqm |
| 18 | 2.1 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.\n | BI01010001010000000000000515BI0100001131 | ||
| 19 | 2.11 | (i) Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars | BI01010001010000000000000515BI0100001132 | 8937.54 | kg |
| 20 | 2.2 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | BI01010001010000000000000515BI0100001133 | ||
| 21 | 2.21 | (i) Thermo-Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001134 | 1805.15 | kg |
| 22 | 2.3 | First class brick work in foundation and plinth including cost of all materials as required complete:- | BI01010001010000000000000515BI0100001135 | ||
| 23 | 2.31 | (i) In cement mortar 1:4 ( 1 cement : 4 fine sand ). | BI01010001010000000000000515BI0100001136 | 19.9 | cum |
| 24 | 2.4 | First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:- | BI01010001010000000000000515BI0100001137 | ||
| 25 | 2.41 | (i) In cement mortar 1:4 ( 1 cement : 4 fine sand ). | BI01010001010000000000000515BI0100001138 | 5.364 | cum |
| 26 | 2.5 | 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. | BI01010001010000000000000515BI0100001139 | ||
| 27 | 2.51 | (i) Fixed to steel windows by welding | BI01010001010000000000000515BI0100001140 | 144 | kg |
| 28 | 2.6 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 275mm long wire springs grade No.2 and M.S. top cover of required thickness for rolling shutters & with handles, hold fast including embedding in cement concrete of required grade required for fixing in position, all necessary fittings, including applying of approved steel primer etc. complete as required:- | BI01010001010000000000000515BI0100001141 | ||
| 29 | 2.61 | (i) 80 x l.25 mm M.S. laths with 1.25 mm thick top cover. | BI01010001010000000000000515BI0100001142 | 5.04 | sqm |
| 30 | 2.7 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixing with dash fasteners of required dia and size, including necessary filling up of gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth , rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawing and the direction of Engineerincharge. (Glazing and paneling and dash fasteners to be paid for separately) :- | BI01010001010000000000000515BI0100001143 | ||
| 31 | 2.71 | (i) For fixed portion of approved quality\n - Anodised aluminium (anodised transparent or dyed torequired shade according to IS: 1868, Minimum anodic coating of grade AC 15). | BI01010001010000000000000515BI0100001144 | 7.2 | kg |
| 32 | 2.72 | (ii) For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing fittings wherever required including the cost of EPDM rubber / neoprene gasket required ( Fittings shall be paid for separately ):-\n - Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15). | BI01010001010000000000000515BI0100001145 | 43.2 | Kg |
| 33 | 2.8 | Providing and fixing glazing of approved quality in aluminium doors, windows, ventilator, shutters and partition etc. with EPDM rubber / neoprene gasket etc. complete as per architectural drawing and the direction of Engineer-in-charge (Cost of snap beading shall be paid in basic item) :- | BI01010001010000000000000515BI0100001146 | ||
| 34 | 2.81 | (i) With float glass panes of 4.0 mm thickness ( weight not less than 10.0 kg / sqm ) | BI01010001010000000000000515BI0100001147 | 7.2 | sqm |
| 35 | 2.9 | 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. | BI01010001010000000000000515BI0100001148 | ||
| 36 | 2.91 | (i) 40mm thick | BI01010001010000000000000515BI0100001149 | 66 | sqm |
| 37 | 3.1 | 12 mm cement plaster of mix | BI01010001010000000000000515BI0100001150 | ||
| 38 | 3.11 | (i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) | BI01010001010000000000000515BI0100001151 | 176.11 | sqm |
| 39 | 3.2 | 15 mm cement plaster on the rough side of single or half brick wall of mix: | BI01010001010000000000000515BI0100001152 | ||
| 40 | 3.21 | (i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) | BI01010001010000000000000515BI0100001153 | 50.55 | sqm |
| 41 | 3.3 | 6 mm cement plaster of mix | BI01010001010000000000000515BI0100001154 | ||
| 42 | 3.31 | In cement mortar 1 : 3 ( 1 cement : 3 fine sand ) | BI01010001010000000000000515BI0100001155 | 216.33 | sqm |
| 43 | 3.4 | (i) Neat cement punning. | BI01010001010000000000000515BI0100001156 | 239.16 | sqm |
| 44 | 3.5 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : | BI01010001010000000000000515BI0100001157 | ||
| 45 | 3.51 | (i) New work ( two or more coats) over and including water thinnable priming coat with cement primer. | BI01010001010000000000000515BI0100001158 | 50.55 | sqm |
| 46 | 3.6 | Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : | BI01010001010000000000000515BI0100001159 | ||
| 47 | 3.61 | (i) New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | BI01010001010000000000000515BI0100001160 | 77.09 | sqm |
| 48 | 3.7 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: | BI01010001010000000000000515BI0100001161 | ||
| 49 | 3.71 | (i) Two or more coats on new work over an under coat of suitable shade with ordinary paint (primer) of approved brand and manufacture | BI01010001010000000000000515BI0100001162 | 29.25 | sqm |
| 50 | 3.8 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 4 kg/cm2) conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion: | BI01010001010000000000000515BI0100001163 | ||
| 51 | 3.81 | (i) Single socketed pipe - 110 mm OD | BI01010001010000000000000515BI0100001164 | 18 | Mtr |
| 52 | 3.9 | 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: | BI01010001010000000000000515BI0100001165 | ||
| 53 | 3.91 | (i) Coupler\n - 110 mm | BI01010001010000000000000515BI0100001166 | 18 | Each |
| 54 | 3.92 | (ii) Bend 87.5°\n - 110mm | BI01010001010000000000000515BI0100001167 | 16 | Each |
| 55 | 4.1 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | BI01010001010000000000000515BI0100001168 | 16 | Ltr |
| 56 | 4.2 | Providing and fixing G.I. pipes of medim class as per IS : 1239 with latest amendment complete with G.I. fittings and clamps, including cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge.\nInternal work - Exposed on wall. | BI01010001010000000000000515BI0100001169 | ||
| 57 | 4.21 | (i) 40 mm dia. nominal bore | BI01010001010000000000000515BI0100001170 | 80 | metre |
| 58 | 4.3 | Making connection of G.I. distribution branch with G.I. main following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete as per CPWD specification and direction of the Engineer - in - charge. | BI01010001010000000000000515BI0100001171 | ||
| 59 | 4.31 | (i) 25 to 40 mm nominal bore | BI01010001010000000000000515BI0100001172 | 4 | Each |
| 60 | 4.4 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): | BI01010001010000000000000515BI0100001173 | ||
| 61 | 4.41 | (i) 40 mm nominal bore | BI01010001010000000000000515BI0100001174 | 12 | Each |
| 62 | 4.5 | Providing and fixing gun metal non-return valve of approved quality (screwed end):\n - 40 mm nominal bore | BI01010001010000000000000515BI0100001175 | ||
| 63 | 4.51 | (i) Horizontal | BI01010001010000000000000515BI0100001176 | 12 | Each |
| 64 | 4.52 | (ii) Vertical | BI01010001010000000000000515BI0100001177 | 4 | Each |
| 65 | 4.6 | Painting G.I. pipes and fittings with two coats of anticorrosive bitumastic paint of approved quality : | BI01010001010000000000000515BI0100001178 | ||
| 66 | 4.61 | (i) 40 mm diameter pipe | BI01010001010000000000000515BI0100001179 | 80 | metre |
| 67 | 4.7 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. | BI01010001010000000000000515BI0100001180 | 17.28 | sqm |
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