Tender For Construction Of Auditorium In Government Arts College, Perumbakkam In Chengalpattu District Under Mplad Fund. (Iii Call)
Tender Value
1.77 Crore
Estimated cost
Bid Submission
07 Jul 2023
0 days left
EMD
98500
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
perumbakkam → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Auditorium In Government Arts College, Perumbakkam In Chengalpattu District Under Mplad Fund. ( Iii Call )
BOQ
| Sl. No. | Item Description |
| 1 | Mobilisation of Bored Pile Rig inclusive of transportation to site and assembling of the equipment employed for the works including setting up of equipment with all accessories and tools at each of the pile location based on the sequence of operation approved by the Departmental Engineers irrespective of the location and distance involved in movement of pile driving equipment for all sizes of piles and dismantling the driven pile equipment after completion of work etc complete complying with departmental specification. |
| 2 | Installation of vertical bored cast in-situ pile of 450mm dia of all types of soil using Design Mix concrete of grade M30 with sulphate resisting cement, fine aggregate, 20mm and down graded HBGS jelly courseaggregate. The rate includes cost of Reinforcement and binding wire, fabrication, welding charges, placing of reinforcement cage in borehole in correct position, cost of boring tothe required depth with Bentonite solution with Temporary casing of required length, conveyance of RMC to site and pouring concrete using tremine piles of all materials to the site, including all tools and plants shifting the plants and equipments from one point to another. Excavation of mud pits for circulation of Bentonite solution, closing the mud pits to the original level and mud removal with initial lead and lift but including dismantling the concrete above the cut off level etc complete as directed by the Departmental officers including socketing. The reinforcement cage should be welded properly for lifting. The concretecubes to be tested as per IS 456-2000 acceptance criteria by Clause 16.1 freq. 45 cm dia pile of capacity 550kN with 4nos of 16mm dia and4nos of 12mm dia RTS as main |
| 3 | Routine load test as per IS 2911 part IV 1995 (150% of pile capacity) including labour charges and all other material charges including hire charges for jacks, measuring devices,structural frame work for platform,kent ledges etc,as required. |
| 4 | Earthwork excavation for foundation in OS & Hs and soils and to full depth as may be directed except hard rock requiring, blasting, but inclusive of shoring, strutting and bailing out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15cm thick, well rammed and consolidated and deposition the surplus earth within the compound in places shown by the departmental officers with initial lead & lift etc., complete complying with standard specification and as directed by the departmental officers. |
| 5 | Supplying and filling in foundation and basement with filling M sand in layers of not more than 15cm thick well rammed watered and consolidated etc., complete complying with standard specification |
| 6 | Supplying and filling in foundation and basement with gravel in layers of not more than 15cm thick well rammed watered and consolidated etc., complete complying with standard specification |
| 7 | Cement concrete 1:5:10 [One cement, five m sand & ten aggregate ] using 40mm guage hard brokengranite stone jelly for Foundation including dewatering if found necessary and laid in layers of not more than 15cm thick well rammed and compacted etc., complete complying with standard specification and as directed by departmental officers. |
| 8 | Providing form work for centering, shuttering etc., for all RCC works including strutting upto 3.29m high in all floors using mild steel shutters of size 90cmx60cm of BG 10 stiffened with mild steel angles of size 25mmx 25mmx3mm laid over silver oak (Country wood) Joists of size 10cmx6.5cm spaced at about 90cm c/c and supported by casurina props of 10cm to 13cm dia. (spaced at 75cm c/c) etc., complete complying with standard specification and as directed by the departmental officers. |
| 9 | For plinth beam,Grade beam,column pedastal etc.., |
| 10 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) |
| 11 | Plain surfaces such as RCC floor slab, roof slab, rectangular, square Tee or Ell beam, lintel, bed block staircase waist slab, landing slab landing beam, portico beam, portico slab etc., |
| 12 | For RCC column,sunshade etc., |
| 13 | Providing and lying in position , standardised Concrete Mix M25 Grade in accordance with IS 456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 Kg/M3 and Maximum water cement ratio of 0.55 including admixture (plasticiser/super plasticiser) in recommended proportions as per IS 9103 as accelerate , retard setting of concrete improve workability without impairing strength and durability with about (5 cu.m ) 7730 kg of 20mm machine crushed stone jelly and with about (3.3 cu.m) 5156 kg of 10-12mm machine crushed stone jelly and about (4.79 cu.m 7670 kg of sand , but excluding costof reinforcement grill and fabricating charges centering and shuttering and also including laying vibrating with mechanical vibrators finishing curing etc., and providing fixtures like fan clamps in the RCC floor /roof slabs wherever necessary without claimingetc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards (No separate payment will be made by the Department for the excess usage of Materials) |
| 14 | For Foundation and Basement |
| 15 | For Superstructure in Ground floor |
| 16 | Supplying fabricating and placing in position of steel reinforcement using MS (or) RTS rods for all RCC item of works including cost of steel and binding wire in all floors etc. complete complying with standard specification and as directed by the departmental officers. (The contractor will have to make his own arrangements for the supply of M.S.plain rod / RTS rod and black binding wire). |
| 17 | Brick work in cement mortar 1:5 (one cement and fiveM sand) using Ground Moulded second class chamber burnt bricks of size 9\"×4 3/8 ×2 3/4” including curing etc., complete complying with standard specification and as directed by the department officers. (Masonry projections wherever necessary for obtaining required elevation shall be done without extra cost). |
| 18 | For Foundation and Basement |
| 19 | For Super structure in Ground Floor |
| 20 | Brick workpartition wall in cm 1:3 using country Bricksofsize 9\"X 4 3/8”X 2 3/4”including plastering 1:5,12mm thick on both sides including fixing hoop iron reinforcement if found necessary, laying, finishing and curingetc., complete complying with standard specification and as directed by the departmental officers.In ground floor |
| 21 | Paving the floor with New Nano vitrified tiles(like Marbonite or equivalent)of approvedquality and colour of size 600 x 600x 8 mm thicknessin all floors over a base layer of cement mortar 1:3 (one cement and three Msand) 20mm thick and pointing with white cement using 0.30kg/m2including adding suitable colour pigments to suit the colour of tiles finishing perfectly and curing etc., including cost of tiles, all materials and incidential charges, transportation charges and labour charges for laying tiles etc., complete complying with standard specification and as directed by the Departmental officers. (The tiles should be got approved by the Departmental officers before use on works). |
| 22 | Paving the floor withcolour designceramictilesof approved quality and colour of size 305 x 305 x 6mmin all floors over a base layer of cement mortar 1:3 (one cement and three M sand) 20mm thick and pointing with white cement using 0.30kg/m2including adding suitable colour pigments to suit the colour of tiles finishing perfectly and curing etc., including cost of tiles, all materials and incidential charges, transportation charges and labour charges for laying tiles etc., complete complying with standard specification andas directed by the departmental officers . (The tiles should be got approved by the departmental officers before use on works). |
| 23 | Dadooing the walls withcolour design glazedtiles of size 300mmx 600mmx 10mm of approved quality in all floors set in cement mortar 1:2 mix (one cement & two M-sand)10mm thick and pointing with white cement using 0.4 kg/m2 including adding suitablee colour pigments to suit the colour of tiles including finishing the joints neatlyand curing etc.,complete complaying with standard specifications. (The tiles should be got approved by departmental officers before use on the work). |
| 24 | Plastering with cement mortar 1:5 (one cement and five P. sand) 12mm thick in all floors usingPsand including neat finishing, curing,etc., complete complying with standard specificationand as directed by the department officers. |
| 25 | Special ceiling plastering in all floors and finishing the exposed surface of RCC items of work such as slab, beam, sunshade, facia, canopy slab, staircase waist slab, landing slab etc., with cement mortar 1:3 (One cement and three P.sand) 10mm thick including hacking the surfaces and providing cement mortar nosing, beading for sunshade, staircase, step, landing slab etc., including neat finishing and curing etc., complete complying with standard specification and as directed by the departmental officers. |
| 26 | Supplying and fixing inposition C.R.C.A Pressed steel box section 18 guage or 1.25mm thick for door frames of section size 105x60x1.25mm thick with necessary rebate of size 35x15mm for housing door conforming to B.I.S. specification frames shall be fabricated according to the door size with joints properly welded and grinded.Stiffeners with 25x3mm M.S. Flat shall be provided around the frame at 60cm intervals.The cost of shall also include for providing 3 Nos., of M.S. clamps with 25x3 flats each on either sides of door frame. Providing bottom tie, providing necessary holes for receiving tower bolts with stiffners on inner side providing holes in the frame for fixing the required number of hinges for shutters properly welded to the frames, finishing the door with one coat of good quality red oxide primer, with cement concrete 1:2:4 (One cement, two sand and four aggregate) using 20mm gauge hard broken granite stone jelly including cost of all materials, frabrication and conveyance to the site and fixing inposition with necessary scaffolding etc. |
| 27 | Supplying and fixing in position of 35 mm thick solid core flush door shutters Single leaf with TW ply on both sides and withbTW lipping of size 35 x 12mm on all edges with necessary adhesive and CP screws. Alu. Butt hinges ( 3 nos. 125 x 16 mm size) , Alu. Aldrop 1 No. 250 x 16 mm Size. Alu.Tower bolt 1No. 250 x 12mm size, alu. Tower bolt, 1No. 200 x 12mm size , D type alu. Handle 2 Nos. 1Noof 200 mm length., alu. door stopper with rubber bush1 No shall be provided, as directed by the departmental officers etc, complete. |
| 28 | Supplying, Fabricating and erecting Roof truss made of Mild steel hot rolled or cold reformed I section, L angle, tube section plates etc.., including all material cost ,labour charges for cutting welding jointing and fixing in position and also providing necessary arrangements to hoist in position with crane/ chain pully block, hydraulic pressing jacky of required capacity, LPG cylinder, Oxygen cylinder,kerosene, emery sheet, wire brush, cotton waste, wire brush including all labour charges viz sarang, gas cutter, welder, helper, fitter incidental charges as directed by the departmental officers. |
| 29 | Supplying and fixing of profiled composite panel for roofing and fixing over the roof truss in the purins. The composite panels should be be of 0.47mm thick colour coated galvanized brick red colour (or) colour apporved by the engineer AZ 150 , 50mmthick polyurethrane of density (overall) 40 kg/m3 (+ or -2 kg), 0.35mm thick color coated galvanized off white col;or AZ 70, with self tapping/ drilling screw ( with color cap) arrangements for fixing over the purlins to the ridge of the profile panel. Side lapping arrangements should be made with sealent tape of 9.50mm wide x 2.40mm thick and POP Rivet of 4.80mm x 11.80mm @ 400mm C/C with necessary scaffolding arrangements in both directions. the rate inclusive of cost of all materials, wastage of cutting of ornamental design, fixing in alignment to the roof portion, dismantling if necessary and redoing the same in original conditions, neat finishing etc., complete complying with standard specification and as directed by the departmental officers. |
| 30 | Manufacturing, Supplying and Fixing in position of M.S steelwindow with following specifications. The outer frame of window made out \"Z\" section (F7D) of size 33x25x3mm at 1.419 Kg/m and mullion of \"J\" section (F4B) of size 45x25x3mm at 2.28 Kg/m. Shutter made out of (F7D) section of size 33x22x3mm at 1.419 Kg/m. Each openable shutter should not be exceeded a width 600mm to enable separate operations and easy maintenance. 2Nos. of sturdy hinges and one number of handle cum latch of special type make with 18x5 MS flat are revetted to the shutters of an appropriate height ineach window shutter. Suitable opening is left for its easy operation. A stopper square rod for handle is provided in the mullion section at suitable place to catch the window handle. |
| 31 | Each shutter having an adjustable window stay made out of 18mmx5mm at 0.70 kg/m MS flat of length 320mm with free adjustable positions. A matching peg is provided in the outer frame of the window, at suitable place, 4Nos of holdfasts of 200mm lengthMS angle 40x40x6mm the ends are welded to the outer frame of the window, 18 mmx 5 mm at 0.70 kg/m MS flat is welded to the shutter attwo places, equal distance from each other from top and bottom of the shutter. 18 gauge cold rolled sheet of superior quality is laid as panel in the shutter frames and welded intact. Stiffeners with 18x5mmat 0.70 kg/m MS flat of suitable length welded diagonally to all four corners of each openable shutter to hold the CR sheet in position firmly. MS square bars of 12mm size is welded to the inner face of the window at equal intervals not exceeding 100mm edge to edge between them. All members are painted with one coat of anticorrosive red oxide primer as directed by the departmental officers. All sections used should confirm to IS 7542 / 1990. The rate includes cost of all materials, labour charges, transportation totaxes and other incidental charges etc. complete. Three leaves |
| 32 | Supplying and fixing in position of aluminium anodised colour matt finish louvered ventilator. The outer frame will be 62x38x2mm @ 1.174Kg/m and the louver with moving arrangement will be made with alu. Channel of size 60x30x4mm @ 1.27 kg/m with necessary glass panes for louvers 4mm thick and aluminium clips, including all materials, labour and power consumption charges requiredfor fabrication if necessary chipping, dismantling, making holes in RCC columns beams or masonry wherever necessary with power drill to the extent required and make good to the original conditions after fixing etc., complete. The aluminium surface is to be anodised with matt finish under electrically controlled condition in accordance with ISI specification 1868/1962 of anodic film thickness of not less than 15 microns for all section. Allmaterials should be got approved by the Executive Engineer before fixing in position as directed. |
| 33 | Supplying and fixing in position Solid Panel PVC door with frame conforming to IS 4020/1994 consists of PVC door frame made out of 50mmx45mm PVC extruded section with wall thickness of 5mm PVC foam sheet & reinforced with 19x19mm & 19 guage MS square type & EPDM rubber gasket weather seal provided alround & the corners are rigidly joined with 2 Nos.of 150mm long \"L\" shape 15x15mm MS square tube inserted into the 19x19mm MS square to be complete and PVC shutter of 30mm thick PVC solid I panel made out of 19x19mm & guage MS square tube for style & outer frames 15mm MS grill frame for top & solid PVC sheet shutter using 5mm thick solid PVC sheet for panelling shall rigidly fixed inposition including necessary furniture fittings. The overall size of the styles shall be 50x30mm. The overall size of the top rail, lock rail & bottom rail shall be 75x30mm. The overall size of the frames shall be 50x45mm with suitable rebate for housing the shutter. (The solid PVC door shutter with frame should be got approved by the before use on work). |
| 34 | Paintingthe new wood work two coats withbest approved first quality and colour of synthetic enamel paint over a priming coat of approved quality in all floors including cost of paint, labour and other materials like brushes, putty andscaffolding charges etc., complete complying with standard specification and as directed by the departmental officers. (The make quality and colour of paint should be got approved by the departmental officer before use on work). |
| 35 | Painting the new iron work with two coats of best approved first quality and colour of synthetic enamel paint over the existing red oxide priming coat in all floors excluding cost of priming coat and including cost of painting materials, brushes, putty, preparation of surfaces and scaffolding charges etc.,complete complying with standard specification and as directed by the departmental officer. (Thequality and colour of paint should be got approved by the departmental officer before use on work). |
| 36 | Supplying and painting the walls with two coats of interior emulsion over one coat of water based cement primer including cost for emulsion, primer, cleaning and scrapping the walls, rendering the wallssmooth with necessary putty, brushes, scaffolding arrangements, labour charges,including plaster of paris putty etc., as per standard specification.(The colour and shade of the distemper shall be got approved by the Executive Engineer before use of work). |
| 37 | Supplying, laying and joining the following size of UPVC pipes of approved qualityand conforming to IS specification Below Ground Level laid properly to alignment including fixing the required PVC specials but excluding the cost of such specials cutting |
| 38 | UPVC pipe 25mm diaBelow GL |
| 39 | Supplying, laying and jointing UPVC pipes of approved quality and best variety of the following dia including labour for fixing UPVC Specials (excluding charges for cutting and threading and cost of such specials) with necessary shellac, thread ball, etc., External |
| 40 | UPVC pipe 20mm diaabove GL |
| 41 | Supplying and fixing in position the following UPVCSpecials of heavy type and approved quality and good variety excluding fixing charges but including necessary cutting and threading of UPVCpipes, jointing the UPVC specials and painting with two coats with good variety and best quality synthetic enamel paint over a coat of red oxide primer and jointing the specials with pipe line using shellac etc., complete complying with standard specification. (The UPVC specials should be got approved by the Executive Engineer concerned before use on works.) |
| 42 | UPVC Elbow 20mm dia |
| 43 | UPVC Union 25mm dia |
| 44 | UPVC Tee 25mm dia |
| 45 | UPVC Reducer Elbow 20 x 15mm dia |
| 46 | UPVC Reducer Tee 25 x 20mm dia |
| 47 | Supplying & fixing inposition 15mm dia Chromium Plated brass screw down tap (heavy type) of approved make confirming to ISS and including cost of shellac, thread etc., complying with standard specification and including cutting and threading wherever necessary (Tapsshould be got approved by the Departmental officers before use on works] |
| 48 | Supplying and fixing in position first quality and approved variety of Gun metal Wheel Valve with BIS make of 25mm dia including cost of shellac, thread balls, etc., complete complying with standard specifications (for both internal and external water supply arrangements).The valves to be used on work shall be got approved by the Executive Engineer before use on work. |
| 49 | Supplying and fixing in position White Glazed European water closet of best quality and approved make with 100mm P or S trap with double flapped rigid PVC.seat cover with chromium plate brass hinges, including supplying and fixing PVC. Low level flushing tank 10 litre capacity of approved quality on wall with teak wood plugs, brass screws and 2 numbers 15mm dia gun metal wheel valve, 15mm dia nylon connection and giving necessary water supply connection as directed by the departmental officers. The rate includes cost of 100mm dia PVC.Pipe 60cm long including cost of 3 Kg.of white cement 6Kg.of cement, spunyarn, shellac, thread ball, teak wood plugs, brass screws 75mmx10mmetc., complete complying with standard specification and as directed by the departmental officers. (The European Water Closet and flushing tank should be got approved by the Departmental Officers before use on work.) |
| 50 | Supplying and fixing in position best quality of approved make white glazed earthernware wash hand basin (with pedestal) of size 550x400mm with a pair of cast iron brackets , including cost of 15mm diametre brass chromium plated pillar tap, 32mm diametre C.P.waste, 32mm diametre PVC waste pipe with rubber plug and chain, 15mm diametre gun metal wheel valve, 15mm dia brass nipple, 15mm dia nylon connection etc. including fixing the wash hand basin in the wall in position with pair of C.I.brackets with teak wood plugs and screws and giving necessary water supply connection and painting the brackets with two coats of paint over a priming coat of anti-corrosive paint including testing for leakage etc., complete complying with standard specification and as directed by the departmental officers.(The wash hand basin and specials should be got approved by the departmental officers before use on work) |
| 51 | Supplying and fixing in position Indian make bevelled edge mirror of approved quality and brand PVC / Fibre Glass framed 600 x 450 x 5.5mm thick mirror, shelf type with hard board backing of approved colour fixed with brass screws, rawl plug, etc., complete complying with standard specification. (The mirror should be got approved by the Executive Engineer before use on woks) |
| 52 | Supplying and fixing approved best quality brass CP towel rail 600mm long and 20mm dia with brackets of same materials including cost of teak wood plugs and CP screws, etc., complete complying with standard specifications. (The tower rail should be got approved by Executive Engineer before use on works). |
| 53 | Supplying and fixing in position best quality PVC soil / waste pipes of various dia having 6 kg / sq.cm. pressure BIS mark and providing leak proof joints using PVC adhesives including fixing to the wall with special PVC / MS clamp, teak wood plugs, brass screws, etc., and making connection to all sanitary fittings, dismantling masonry / RCC works wherever found necessary and making the good dismantled portion to the original condition, including testing for any leakages, etc., complete complying with standard specifications.(The PVC pipes should be got approved by the Executive Engineer before use on works). The rate for earth work excavation will be measured and paid separately in the cases where the pipe lines are proposed to laid below ground level |
| 54 | 110 mm dia PVC soil pipe 6kg/cm2 |
| 55 | 75 mm dia PVC soil pipe 6kg/cm2 |
| 56 | The door shutter shall be providing with 300 mm ornamental brass aldrop1 No, 300 mm ornamental brass handle4 Nos, 150 mm brass sylindricalhinges 5 nos, for each shutter, 300 mm brass tower bolt 2 nos,250 mm brass tower bolt 3 nos, Brass door stoper 1 No, Automatic door closer 2Nos, All the teak wood surfaces polished with two coats of malemine polish and grill work painted with two coats of synthetic enamel paint over one coat of primer. The rates are including cost of all materials furniture fittings, hold fast, laboure charges for wrought and put up for frame door shutter polishing, painting, transportation and fixing in position etc., complete and as per the direction of departmental officers. (All the materials should be got approved by the departmental officers before use on works ) |
| 57 | Sub Total |
| 58 | GST |
AI Tender Summary
Tender Timeline
Jun 30, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJul 07, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 10, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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