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 Inc Pump House Acuastic Treatment With Full Tone Gypsu. Submission Date for this Tender is 04-06-2020. Building Work Tenders in AGARTALA Tripura. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 03-Jun-2020 | CORRIGENDUM | Other | 04-06-2020 |
| 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, Acuastic Treatment with Full Tone Gypsum board and Site Development works. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1.1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed:\n - All kinds of soil | BI01010001010000000000000515BI0100001114 | 180 | Sqm |
| 2 | 1.2 | 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 | BI01010001010000000000000515BI0100001115 | 205.02 | cum |
| 3 | 1.3 | 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 | BI01010001010000000000000515BI0100001116 | 58.35 | cum |
| 4 | 1.4 | 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 | BI01010001010000000000000515BI0100001117 | 87.79 | cum |
| 5 | 1.5 | 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 | BI01010001010000000000000515BI0100001118 | 87.79 | cum |
| 6 | 1.6 | Carrying of excavated earth by Mechanical Transport including loading, unloading and stacking with in 6.00 (six) Km. | BI01010001010000000000000515BI0100001119 | 58.8267 | cum |
| 7 | 1.7 | 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. | BI01010001010000000000000515BI0100001120 | 32.532 | cum |
| 8 | 1.8 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - | BI01010001010000000000000515BI0100001121 | ||
| 9 | 1.81 | (i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001122 | 16.332 | cum |
| 10 | 1.82 | (ii) 1:4:8 ( 1 Cement: 3 fine sand : 8 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001123 | 18 | cum |
| 11 | 1.9 | 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. (Note :- Cement content considered in this item is @ 410 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). | BI01010001010000000000000515BI0100001124 | ||
| 12 | 1.91 | (i) All work upto plinth level:\n - Reinforced cement concrete grade M-25 using 410 kg ofcement per cum | BI01010001010000000000000515BI0100001125 | 62.2 | cum |
| 13 | 1.92 | (ii) All works upto Floor five level\n - Reinforced cement concrete grade M-25 using 410 kg of cement per cum | BI01010001010000000000000515BI0100001126 | 12.539 | cum |
| 14 | 2.1 | Centering shuttering including struttings, propping etc. and removal of form work for: | BI01010001010000000000000515BI0100001127 | ||
| 15 | 2.11 | (i) Foundations, footings, bases for columns etc. for mass concrete with timber plank | BI01010001010000000000000515BI0100001128 | 24.11 | sqm |
| 16 | 2.12 | (ii) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply | BI01010001010000000000000515BI0100001129 | 193.88 | sqm |
| 17 | 2.13 | (iii) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply | BI01010001010000000000000515BI0100001130 | 94.3 | sqm |
| 18 | 2.14 | (iv) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply | BI01010001010000000000000515BI0100001131 | 49.47 | sqm |
| 19 | 2.2 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.\n | BI01010001010000000000000515BI0100001132 | ||
| 20 | 2.21 | (i) Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars | BI01010001010000000000000515BI0100001133 | 11620.4 | kg |
| 21 | 2.3 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | BI01010001010000000000000515BI0100001134 | ||
| 22 | 2.31 | (i) Thermo-Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001135 | 1060.5 | kg |
| 23 | 2.4 | First class brick work in foundation and plinth including cost of all materials as required complete:- | BI01010001010000000000000515BI0100001136 | ||
| 24 | 2.41 | (i) In cement mortar 1:4 ( 1 cement : 4 fine sand ). | BI01010001010000000000000515BI0100001137 | 19.9 | cum |
| 25 | 2.5 | First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:- | BI01010001010000000000000515BI0100001138 | ||
| 26 | 2.51 | (i) In cement mortar 1:4 ( 1 cement : 4 fine sand ). | BI01010001010000000000000515BI0100001139 | 10.005 | cum |
| 27 | 2.6 | 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 steel windows by welding | BI01010001010000000000000515BI0100001140 | 81 | kg |
| 28 | 2.7 | 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 | 2.71 | (i) 80 x l.25 mm M.S. laths with 1.25 mm thick top cover. | BI01010001010000000000000515BI0100001142 | 10.08 | sqm |
| 30 | 2.8 | 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 | 2.81 | (i) For fixed portion of approved quality:-\n - Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15). | BI01010001010000000000000515BI0100001144 | 264 | kg |
| 32 | 2.82 | (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 | 32.4 | Kg |
| 33 | 2.9 | Providing and fixing 12 mm thick prelaminated three layer medium density (exterior grade ) particle board grade-I, type II conforming to IS : 12823 bonded with phenol formaldehyde synthetic resin, of approved brand and manufacture in panelling fixed in aluminium doors, windows, shutters and partition frames with C.P. brass / stainless steel screws all complete as per architectural drawing and the direction of Engineer-in-charge :- | BI01010001010000000000000515BI0100001146 | ||
| 34 | 2.91 | (i) Prelaminated particle board of approved quality with decorative lamination on both side. | BI01010001010000000000000515BI0100001147 | 18.3 | sqm |
| 35 | 3.1 | 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) :- | BI01010001010000000000000515BI0100001148 | ||
| 36 | 3.11 | (i) With float glass panes of 4.0 mm thickness ( weight not less than 10.0 kg / sqm ) | BI01010001010000000000000515BI0100001149 | 4.05 | sqm |
| 37 | 3.12 | (ii) With float glass panes of 5.5 mm thickness ( weight not less than 13.50 kg / sqm ) | BI01010001010000000000000515BI0100001150 | 14.7 | sqm |
| 38 | 3.2 | 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. | BI01010001010000000000000515BI0100001151 | ||
| 39 | 3.21 | (i) 40mm thick | BI01010001010000000000000515BI0100001152 | 109.6 | sqm |
| 40 | 3.3 | 12 mm cement plaster of mix | BI01010001010000000000000515BI0100001153 | ||
| 41 | 3.31 | (i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) | BI01010001010000000000000515BI0100001154 | 177.68 | sqm |
| 42 | 3.4 | 15 mm cement plaster on the rough side of single or half brick wall of mix: | BI01010001010000000000000515BI0100001155 | ||
| 43 | 3.41 | (i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) | BI01010001010000000000000515BI0100001156 | 50.55 | sqm |
| 44 | 3.5 | 6 mm cement plaster of mix | BI01010001010000000000000515BI0100001157 | ||
| 45 | 3.51 | (i) In cement mortar 1 : 3 ( 1 cement : 3 fine sand ) | BI01010001010000000000000515BI0100001158 | 192.77 | sqm |
| 46 | 3.6 | Neat cement punning. | BI01010001010000000000000515BI0100001159 | 215.6 | sqm |
| 47 | 3.7 | 80 mm thick factory made c.c. interlocking paver block of M-35 Grade\n\nProviding and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer -in-Charge: | BI01010001010000000000000515BI0100001160 | ||
| 48 | 3.71 | (i) 80 mm thick c.c. paver block of M-35 grade with approved colour, design and pattern. | BI01010001010000000000000515BI0100001161 | 180 | kg |
| 49 | 3.8 | 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] : | BI01010001010000000000000515BI0100001162 | ||
| 50 | 3.81 | (i) New work ( two or more coats) over and including water thinnable priming coat with cement primer. | BI01010001010000000000000515BI0100001163 | 1016.29 | sqm |
| 51 | 3.9 | 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] : | BI01010001010000000000000515BI0100001164 | ||
| 52 | 3.91 | (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) | BI01010001010000000000000515BI0100001165 | 77.09 | sqm |
| 53 | 4.1 | 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]: | BI01010001010000000000000515BI0100001166 | ||
| 54 | 4.11 | (i) Two or more coats on new work over an under coat of suitable shade with ordinary paint (primer) of approved brand and manufacture | BI01010001010000000000000515BI0100001167 | 29.25 | sqm |
| 55 | 4.2 | 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: | BI01010001010000000000000515BI0100001168 | ||
| 56 | 4.21 | (i) Single socketed pipe - 110 mm OD | BI01010001010000000000000515BI0100001169 | 18 | Mtr |
| 57 | 4.3 | 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: | BI01010001010000000000000515BI0100001170 | ||
| 58 | 4.31 | (i) Coupler\n - 110 mm | BI01010001010000000000000515BI0100001171 | 12 | Each |
| 59 | 4.32 | (ii) Bend 87.5°\n - 110mm | BI01010001010000000000000515BI0100001172 | 16 | Each |
| 60 | 4.4 | 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. | BI01010001010000000000000515BI0100001173 | 10000 | Ltr |
| 61 | 4.5 | Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections (galvanized @ 120 grams/ sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main "T" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick | BI01010001010000000000000515BI0100001174 | ||
| 62 | 4.6 | (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-incharge. | BI01010001010000000000000515BI0100001175 | ||
| 63 | 4.61 | (i) 12.5 mm thick fully Perforated Gypsum Board tile made from plasterboard having glass fibre conforming to IS: 2095 part I, of size 595x595 mm, having perforation of 9.7x9.7 mm at 19.4 mm c/c with center borders of 48 mm and the side borders of 30 mm, backed with non woven tissue on the back side, having an NRC ( Noise Reduction Coefficient) of 0.79, with 50 mm resin bonded glass wool backing. | BI01010001010000000000000515BI0100001176 | 91.53 | sqm |
| 64 | 4.7 | Providing and fixing in position wall panelling at all heights with 12.5 mm thick Perforated Gypsum Board panels/tiles made from plasterboard having glass fibre conforming IS: 2095 part I of size 595 x 595 mm, having perforation of 9.7 x 9.7 mm at 19.4 mm c/c with centre borders of 48 mm and the side borders of 30 mm, having NRC (Noise Reduction coefficient) of 0.65 (minimum) as per IS : 8225:1987 Light reflectuion of 85% (minimum). Non combustable as per BS:476 (part-4), fire performance as per BS:476 (part 6 & 7), humidity resistance of 100% thermal conductivity ,0.043 W/m K as per ASTM 518:1991, comprising of a frame made from especially fabricated galvanised mild steel size 48 x 34 x 36 mm are placed at 600 mm center to center in a floor and ceiling channel section of size 50 x 32 m fixed to the floor and | |||
| 65 | 4.71 | soffit at 600 mm centers using 12 mm dia, 50 mm long wedge type expanded zinc alloy dash fastener with 10mm bolt.This same channel is then to be fixed in horizontal direction at 600 mm center to center so as to form a grid of 600mm x 600 mm. Resin bonded glasswool of 24kg/m3 and 50mm thickness is then to be inserted in the slots and finally Gypsum Board non combustable panels/tiles are to be screw fixed with self tapping pan head. The joints between the panels are to be duly jointed and finished using recomended jointing compound and fiber joint tape roll 500 mm wide (90 metre) roll and two coats of primer suitable for panelling as per manufacturer's specification as per direction of Engineer-in-Charge all complete | BI01010001010000000000000515BI0100001177 | 782.678 | sqm |
| 66 | 4.8 | Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. of approved quality complete as per direction of Engineer-in-charge:- | BI01010001010000000000000515BI0100001178 | ||
| 67 | 4.81 | (i) Anodised aluminium of grade AC 15 ). | BI01010001010000000000000515BI0100001179 | 4 | each |
| 68 | 4.9 | Providing and fixing 100 mm brass locks (best make of approved quality) with 6 levers without pair of handles for aluminium doors including necessary cutting and making good etc. complete as per direction of Engineer-in- charge. | BI01010001010000000000000515BI0100001180 | 2 | each |
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