Tender For Construction Of Tow Class Room Building At Pue Poonampatty H/O. Poranthalur - 2025-26.; 1 Name of the Work : Construction of Tow Class Room Building at PUE Poonampatty H/o.Poranthalur - 2025-26 2 Earth work excavation for foundation in all soils and sub soils except hard rock requiring blasting etc. complete as per SS 20B 3 Supplying and filling in foundation, basement, etc with filling M.Sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. 4 Cement Concrete 1:4:8 using 40mm ISS HBG metal including cost and conveyance of all materials and labour charges for laying curing etc. complete as per standard specification. 5 Supplying and filling of good earth filling locally available earth transported from the outside including consolidation,leveling specifiedin layers of not exceeding 200 mm thick., etc. complete. 6 Supply and erecting centering for sides and soffits including supports and structing for plain surface in all flooors with all cross brassiles using country wood planks of 40mm thick upto 30 cm and country wood scantlings upto 4 m length for beading and 7 Plain surfaces such as roof slab, floor slab, beams, lintels, loft, sill slab, staircase waist, portico slab and other similar works. 8 fb1 9 FB-1 to FB25 10 Cement Concrete 1:1-1/2:3 (One Cement, One and a half crushed stone M.Sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three M.Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers(No Separate payment will be made by the Department for the excess usage of materials). 11 Foundation & Basement 12 Ground Floor 13 Steel - Fe 500 : Supply, fabrication and placing of reinforcement steel of high yield strength ribbed bars of various diameters and grade conforming to IS 1786 for reinforced concrete work. The work includes recoiling, straightening, cutting, bending, fabricating, and placing in position, at all levels including lead and lift, according to drawings, specifications etc. complete and supply & use of 18G black annealed binding wire double fold to tie the bars in position and providing precast cement/ PVC cover blocks for main reinforcement to ensure specified cover and complete., including all labor charges etc as directed by departmental officers. 14 Brick work in following Cement Mortar 1:5 using best quality Country bricks of size 83/4 x 41/4 X2 3/4 for foundation and basement including curing etc., complete complying with standard specification. Including scaffolding curing cost of reinforcement etc. all complete as per specifications and drawings as directed by the Engineer in-charge. 15 Foundation & Basement 16 Ground Floor 17 Supplying and painting the walls with two coats of wall putty as instructed by the departmental officers including preparation of surface curing, etc., complete in all floors complying with standard specifications (The wall putty shall be got approved by the Executive Engineer before use of work). 18 Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and ThreeM.Sand) 10mm thick including hacking the surfaces, providing cement mortar nosing, beading for sunshades, staircases, steps, landing slabs and curing, etc., in all floors complying with standard specification and as directed by the departmental officers 19 Providing & applying 12 mm thick cement plaster in CM 1:5 (1 part of cement: 5 parts of sand) to walls internally in single coat at all levels to correct line and level including chicken wire mesh at all joints of brick and concrete surfaces with minimum overlap of 150 mm in all directions, scaffolding, rounding off or chambering of corners, offsets, fin/ bands, projections, etc. and cleaning of surface, raking out joints, roughening of surface,chiseling the undulated surface wherever necessary and curing, etc., all materials and labor complete in all respects including all lead, lift and descent andas directed. 20 Paving the floor with kota stone slab of size 600 x 600 of 18 / 20mm (un-polished) in all floors laid in of cement mortor 1:3 (one cement three M.Sand), 20mm thick and pointed with colour cement neatly including polishing with polishing stone and oxalic acid etc., so as to perfectly smooth and glossy and including hire charges for polishing machine and power consumption charges etc. The kota stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work, etc., complete as per standard speicification. 21 Providing granolithic floor finish of the following thickness with plain cement concrete 1:2:4 (One Cement, Two sand and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining,curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panellingwherever necessary and as directed by the departmental officers). 25 mm thick 22 Fabricating, Supplying and fixng in position of steel sheeted windows ( Three Leaves)with the following specifications. Outer frames of windows made of Z section F7D of size 33 x 25 x 3mm at 1.419 kg/ m and mullion J section (F4B) of size 46x25x3mm at 2.28kg/m and shutter section of made ofF7D of 33x25x3mm at 1.419 kg/m as specified in IS 7452/1990. Each openable shutter should not exceed a width of 600mm to enable separate operations and easy maintenance. The panel of the shutters to be covered with 18 gauge cold rolled sheet of superior quality and welded intact with shutter frames. Horizontal stiffeners using 18x5mm MS Flat at 0.70kg/m at 3 Nos. for each shutter and additional diagonal stiffners of the same MS flats at all the four corners of each shutters to the suitable length welded to the shutters, for holding the CR Sheets in position firmly. 23 Manufacturing, supplying and fixing of Steel doors with following specification.MS angle of size 40x40x6mm at 3.5 kg/m used for outer frame and MS Angle of size 35x35x5mm at 2.6 Kg/m for the shutter frame.Stiffeners with 32x6mm at 1.5 Kg/m MS Flat is provided as the lock rail of the door and welded intact on both ends to the shutter frame.18 G CR Sheets of best quality is laid as panel in the shutter frames.18x5mm at 0.70 kg/m MS flat is welded over the 32x6mm at 1.50kg/m MS Flat on the rear side of the door, sandwiching the CR Sheet for rigidity. Additional stiffeners with 18x5mm at 0.7 Kg/m MS flats are provided diagonally on the rear side of the shutter. 300mm length of hinges 2Nos, for shutter is provided.6 Nos. of 250mm length hold fasts 200mm length specified at the ends are welded to the outer frame of the door. Tower bolt 2 Nos. at the top provided. 24 Weathering Course Concrete using best quality broken brick jelly of 20 mm uniform gauge in pure slaked lime ( NO Sand to be used ( over the RCC roof slab in the proportion of brick jelly to lime being 32 : 121/2 by volume laid over in single layer and consolidated to the required slope and finished thickness and beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime, jiggery water etc. complete complying with standard specifications and as directed 25 Finishing the top of roof with one course of machine pressed tiles of size 230mm x 230mm x 20mm of approved quality set in Cement Mortar 1:3 (One Cement and Three Sand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complying with standard specification and as directed by the departmental officers. 26 Special design art work with first class quality emulsion paint including wallputty, priming coat etc., shed etc., complete 27 Supplying and Painting new ceiling plastered surface with two coats of distempering one coat of distemper primer 28 Supplying and painting the walls with one coat of wall primer and two coats of Exterior emulsion (apex or equivalent) as instructed by the departmental officers including preparation of surface curing, etc., complete in all floors complying with standard specifications (The colour and shade of the cement paint shall be got approved by the Executive Engineer before use of work). 29 Painting new iron works such as steel doors, windows, ventilators, window bars, balustrades etc., 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 etc., complete complying with standard specification. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.) 30 Supplying and fixing cuddapah slab for cupboard shelf etc., 31 Providing Cup-board Shutter with frame using termite / water proof plywood of 19mm thick over which laminated sheet of 0.8mm thick fixed inside the shutter and 1mm thick fixed in the outside of the shutter using fevicol along with necessary furniture fittings, such as, hydralic hinges, tower bolt, handles, multi purpose locks etc., as directed by the Departmental Officers. The design pattern, water proof plywood, laminate sheet and other materials should be got approved from the Executive Engineer befoe use on work etc., complete M-0390 32 Supplying and fixing in position steel balustrades using 20mm square rods at150mm CC and two balustrades in each step centrally located and the top shell be connected with the hand rails by means of MS flats of size 40mmx6mm and fixed with hand rails steel balustrades using 20mm square 33 Supplying and fixing PVC Rain water down fall pipes of following dia meter etc., complete. 34 Provision for Electrical Arrangements 35 Wiringwith2x1.5sq.mm.PVCinsulatedSCunsheathedFRLScopperconductorof1100VgradeinsuitablePVCrigidpipeconcealedinwallandceilingwithPVCaccessoriesinflushwithwallwith3mmthickhylumsheetcoverwithTWswitchboxand5AFTswitchwithcontinuousearthwireconnectionof1.5sq.mmcopperwireformakinggoodoftheconcealed portion with suitable colour for PVC concealed light point / fan point (for electronic regulator)SD 23 36 Wiringwith2x1.5sq.mm.PVCinsulatedSCunsheathedFRLScopperconductorof1100VgradeinsuitablePVCrigidpipeconcealedinwallandceilingwithPVCaccessoriesinflushwithwallwith150mmx100mmx113mmTWswitchboxwith3mmthickhylemsheetcoverfor5A3pinnoninterlockingwallsocketwith5Aflushtypeswitchwithcontinuousearthwireconnectionof1.5sq.mmcopperwireandmakinggoodoftheconcealedportionwithsuitablecolour for concealed PVC plug point SD 38 37 Wiringwith2x4sq.mm.PVCinsulatedSCunsheathedFRLScopperconductorcableof1100VgradeinsuitablePVCrigidpipeconcealedinwallandceilingwithPVCaccessoriesinflushwithwallwith150mmx100mmx113mmTWswitchboxwith3mmthickhylemsheetfor15A3pinnoninterlockingwallsocketwith15Aflushtypeswitchwithcontinuousearthwireconnectionof4sq.mmcopperwireandmakinggoodoftheconcealedportionwithsuitablecolour for concealed power plug point SD 40 38 Supplyandfixingof1200mm(48)sweepACceilingfancompletewithsteppedelectronic300Wregulatorwith1metre down rod with fan clamp with side plates and cross arm of size 450mm (18) SD 106 39 Supply and fixing of WT bulk head fitting with guard suitable for 15 W LED Bulb SD 83 40 C)Supplyandfixingofsingleboxtype436WfluorescentfittingcompletewithelectronicballastwithTWroundblocksonwall or ceiling with flu tube with PVC unsheathed FRLS Copper leads from terminals to the fittingSD 87 41 Supplyandrunof4x6sq.mm.PVCinsulatedSCunsheathedFRLScopperconductorof1100Vgradein32mmdiaGIpipe (Class B) suitably bent at both ends with necessary angle iron up right and end supports for mains SD 73 42 SupplyandfixingofTNEBmeterboardsuitablefor32Asinglephaseserviceconnectionwith32Afuseunit(500V)32Aneutrallinkandearthlink(1x1/8copperflat)onTWplankofsize375mmx300mmx19mmwithsupportingTWreepersof1thickaneithersidewithpaintingwithsuitableboltandnutsforfixingtheTWplankonwallwithearthconnectionandinterconnectionwith7/20PVCinsulatedcopperwirefromEBmetertofuseunitwith1No40Amp30MA Double Pole RCD / RCCB (Higher End) with suitable necessary connection SD 125 43 EarthingaspertheISIspecificationwithanearthelectrodeof2.10metreClassBGIpipeofdianotlessthan40mmwithcopperearthplateofsize125mmx50mmx6mmwithnecessaryfunnelingarrangementswithnecessarymasonry work and with 38mm RCC cover slab for the brick masonry SD 211 44 Supplyandfixingof8waysinglepoleandneutralMCBsheetsteelenclosuredistributionboardwithdoubledoor(metal)1No.32ADPMCBasincomingand6Nos.6Ato32ASPMCBoutgoinginflushwithwallandmakinggoodoftheconcealedportionwithearthconnectiononly.TheMCBDBandMCBsshouldbewithISImark(likestandardmake) SD 151 45 Provision for Soak Pit Arrangments 46 Provision for Quality control 1.0% etc., complete 47 Provision for Name boardCharges and Photo charges 48 Magnetic Green fibre Boardincluding GST 49 Drinking Water Pedestal with PVC Tank including GST 50 Provision for Dismantling the Existing Damaged Building etc., complete 51 Dismantling RCC by manual / by using deploying machineries W-0035 52 Dismantling Plain Cement Concrete W-0034 53 Brick / Stone Masonry in cement mortar walls under 3m high W-0015 54 Pressed Tiles & Weathering Course W-0037 55 W-0029 Doors and Windows including removal of frames, hinges and fastenings 56 GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column BB for all works in this package}
