Tender For Additional Construction Of Dinning Hall At First Floor In Existing Community Hall Atward No. 07,West Street Near Shandy In Uthukuli Town Panchayat.; 1 Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrockrequiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum 2 Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications. 3 Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification 4 Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour chargesetc., complete as per standard specification 5 Plain Cement Concrete 1:3:6 (one cement, three crushed Stone Sand (M- Sand) and six coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification 6 Rubberised Interlocking Paver Block M40 grade providing and laying of 80mm thick heigh strength type confiriming IS 15658 - 2006 of Rubberised Interlocking Paver Blockin required size of mininmum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flumying bore pattern with approved nin - sticking surface in the top and the rate including levelling the base cushion 150mm thick laying out the pavement cut the pieus to fit edge, vibrating pavers, sweeping transporting leading unloading as per standard specification 7 Dismantling Reinforced Cement Concreteincluding all Charges etc., complete complying withstandard specfication 8 Dismantling Pressed Tiles & Weathering Course including all Charges etc., complete complying withstandard specfication 9 Supplying and erecting centering for vertical plain/ RCC concrete walls of supply channel, retaining wall etc upto 90Cm height with necessary supports,all cross bracing with mild steel size of 90cm x60 cm and gauge BG 10 stiffened with welded mild steel sheet angles of size 25 mm x25 mm x3mm for bearing laid silver Oak/ Country wood joist of size 7.50 cm x5.0 cm spaced @ about 90 cm C/C and supported by Casurina props of 10 cm to 13 cm spaced @ 75 cm C/C etc,, complete complaying withstandered specfications and as directed by the departmental officers. 10 Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed Column 11 RCC Beam and slab 12 Providing and laying in position Standardised Concrete Mix M-20 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 contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but 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 without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - 13 Suppling and fabricating and placing in position TMT bar for reinforcement to all RCC works as per the design given including cost ofsteel and binding wire also in all floors as per standard specification. 14 Brick work in CM 1:5 (one cement & Five Crushed Stone Sand (M- Sand)) using II class ground moulded bricks of size 9 X 43/8X 2 3/4 including finishing, curing, etc., complete complying with standard specification - 100CFT 15 SpecialPlastering with cement mortar 1:3 mix (One cement and three sand)10 mm thickincluding cost and conveyance of all materials, finishing,curing,and alllabour charges etc. complete as per standard specification 16 Plastering with cement mortar 1:5 (One cement and five sand) 12mm thick in all floors including cost and conveyance of all materials to site etc,complete as per standard specifications 17 Supplying, fabricating, erecting structural steel work for roofing welded or bolted type using MS channels, angles, plates and round bars etc. conforming to IS specification including primer coating and enamal painting as per Design given by the departmental officers etc, complete as per standard specification 18 Supply and fixing of Puff roof panels made up of minimum 0.30mm thick PPGI Corrugated sheet at the top over plain sheet at the bottom with a layer of rigid CFC Free Polyurethene Foam (PUF) of density 40kg +2kg/cm as insulation in between.The polyurethene foam shall conform to latest IS 12436.The minimum thickness PU foam layer shall be 29mm for 30mm thick PUF Panel .The PPGI sheet shall be of minimum 240 MP & Steel garde and shall have a zinc coating of minimum 120 GSM as per IS 277/1992,5-7 Micros of epoxy primer on both sides of the sheet and polyster top coat of 18-19micros of one side/outer side.The PPGI sheet/PUF panels shall have a protective guard film of minimum 20-25 micros to avoid scratche tc finished panels during transfortation ,providing ridges or hips of with plain G.S Sheet fixed with polymer coated J or L hooks ,bolts and nuts 8mm dia G.I limpet and bitumen washers etc,complete excluding the cc of trusses ,purlines inclusive of cutting to the shape where ever required. 19 Supplying and erecting pull and push type rolling shutter with I.S.I. make of approved size and section using 18 gauge G.I.sheet with manually operated type. The Shutter shall be painted with one coat of red oxide primer and the rate is inclusive of hood covers, transportation charges etc, complete as per standard specification. 20 Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Windows of casement type (open) from the profile the size of outer frame 60mm x 58mm and shutter profile are reinforcement with GI/1mm 125GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power point locks and also it operates as handle. The corners and joints should be welded and cleaned. Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connecting mechanism between sash and outer frame that enables opening of the window. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The window should be got approved from the Executive Engineer before use on work 21 Providing Granolithic floor finish of the 25mm 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) 22 Paving the floor with descrgned coloured Vetrified tiles of size 600 x 600 x 8mm of best quality and approved variety complying / confirming ISI specification land over cement mortar 1:3 (one cement and three sand) 20mm thick and pomted with same coloured cement neatly etc., complete. 23 Supply and fixing of country wood fully panelled and single leaf (two equal panels) shutter for door including all labour charges cost and conveyance of all materials to site etc., Complete as per standard specification. 24 Painting two coats for Exterior surface with approved Exterior Plastic Emulsion paint approved quality and colour over a priming coat, including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification. 25 Painting the new wood works with two finishing coats ofbest synthetic enamel ready mixedpaint of approved quality and colourover one coat of priming coat in all floors including the cost of primer etc, complete complying with Standard Specification.( The Make, Quality and colour of paint should be got approved bythe engineer in charge before use on works ) 26 Painting the new iron works with two finishing coats ofbest synthetic enamel ready mixedpaint of approved quality and colourover one coat of priming coat in all floors including the cost of primer etc, complete complying with Standard Specification.( The Make, Quality and colour of paint should be got approved bythe engineer in charge before use on works ) 27 Wiringwith2 x 1.50Sq.mm (22/0.3)PVCinsulatedSC Unsheathed Cu. Conductor of 1100V grade in cuitable PVC rigidpipe concealed in wall and CeilingwithPVCaccessoires in flushwith wall with 3mm thick Hylum Sheet cover with TW Switch box and 5A F.T. Switch and making good of the Concealed portion with suitable colour for PVC CONCEALED LIGHTPOINT/FAN POINT (for Electronics Regulator) (SD NO: 24) 28 Wiringwith2 x 1.5 Sq.mm (22/0.3) PVCinsulated SC Unsheathed Cu. Conductor of 1100V grade in suitable PVC rigidpipe concealed in wall and CeilingwithPVCaccessoires in Flush with wall 150mm x 100mm x 113mm TW Switch box with 3mm thick Hylum sheet cover for 5A 3 pin non inter locking CS Plug with continuous earth wire connection of 14SWG TC wire and making good of the Concealed portion with suitable colour for CONCEALED PVC PLUG POINT (SD NO: 12) 29 Supply and fixing of 20w 4 feet LED fitting with LED including all other charges etc., 30 Supply and Fixing of TNEB meter Board suitable for 32A three Phase Service connection with 32A Fuse unit 3 nos (500V) 32A neutral link and earth link (1 x 1/8 Copper Flat) on TW Plank of Size 600mm x 450mm x 19mm with Supporting TW Reepers of 1 thick an either side with Painting with Suitable bolt and nuts for fixing the TW Plank on wall with earth connection and inter connection with 7/20 PVC insulated copper wire from EB Meter to Fuse Unit (SD No :129 ) Page no 57 31 Supplyand fixingof 1200mm(48) sweep ACceiling fan complete with stepped electronic 300W regulator with1 metre down rod with fan clamp with side plates and cross arm of size 450mm (18)
