Tender For Repair Of 2 No. Pump Chamber And Other Miscellaneous Works At Migc Raikot; 1 Scraping cement plaster. 2 Removing Doors and Windows (Steel or wood) with chowkhats by making recesses in walls when the wall is not to be dismantled 3 Doors of area 3 sqm and below 4 Windows of area 3 sqm and below 5 Dismantling cement conglomerate floors (25mm to 50mm) thick including concrete base. 6 Disposal of surplus earth/ debris avaialable from dismantling of concrete & tile terrecing to a dumping place including carriage, loading and unloading with an average lead up to 5.00 km as per direction of Engineer In-charge. 7 Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15 cm. layer with compaction including disposal of all surplus soil as directed within a lead of 30 metres. 8 Earth filling with good quality earth obtained from out side including compensation of earth, loading, unloading, carriage from outside the peremises to site of work, spreading, laying watering compacting with road roller complete as per specifications. 9 Cement concrete 1:4:8 with stone ballast 20mm gauge mixing by mechanical means using concrete mixer volumetric type 10 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. 11 First class burnt brick work laid in cement sand mortor 1:4 in first storey upto 4 metres above plinth level. 12 12.5 mm thick cement plaster 1:4 13 20mm thick cement plaster 1:4 in two coat work. 14 Forming groove of uniform size from 12xl2mmandupto25xl5mminplastered surface as per approved pattern using woodenbattens,nailedtotheunder layer including removal of wooden battens, repairs totheedgesofplasterpaneland finishing the groove complete as per specifications and direction of the Engineer-in-Charge 15 Providing and fixing 110 mm dia . U.P.V.C Rain water pipe of 4 kgf./sqm as per IS:4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in- charge. 16 Providing & Fixing in position M.S or heavy flat iron clamps made out of M.S flat iron not less than 5 mm of the approved design for fixing C.I. soil waste, vent or antisyhonage pipes to walls complete in all respects including cutting and making good the walls and floors etc. and painting. M.S. Holder bats clamps for 100mm i/d H.C.I. pipes 17 Providing and fixing 110 mm dia SWR U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. 18 Providing and fixing 110 mm dia SWR U.P.V.CCoupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. 19 Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16 20 Bottom Khurra on ground 1.2m x 0.6m consisting of brick on-edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5mm thick cement plaster 1:3 21 Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified 22 Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another laver of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg/sqm top of RCC slab including grouting with cement sandmortar 1:4 and top surface to be left clean afterwire brushing etc. 23 Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm gauge and 100mm fine sand filling. 24 Kota stone slab 20-25mm thick flooring over 20 mm(average) thick base laidover and jointed withgrey cement slurrymixedwithpigment to match the shadeof the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 Granular Sub-Base (Table 400-1)Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, carriage to site of work, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications 26 Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, carriage to site of work, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications 27 Providing and laying 60 mm thick factory made cement concrete interlocking Paving blocks of M 35 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in Charge 28 Precast Cement Concrete Kerb Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications 29 Supply & Fixing of pressed steel frames (Chowkats) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section(standard design latest) including iron lugs (hold fasts) iron hinges, confirming to P.W.D. specifications including bolts for fixing stops, lock-notch provision for receiving tower bolts, Hydraulic spring and finished with one priming coat of approved quality, fixed in position, including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete. 30 Doors and windows frame of size 118mm x 60mm with 40 mm wide single rebate weighing 3.43 kg per meter. 31 Steel work in built up tubular pipes (round, square or rectangular hollow tubes etc. ISI Marked) for flat shed (ie.Where no truss work is involved) including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 32 Steel work, fixed independently without connecting plates, including cutting, hoisting and fixing in position :- 33 R.S joists 34 FLATS 35 Tees angles & channels 36 Providing & Fixing glass panes with nails and putty or wooden strip complete in all respect .5.0mm thick Plate glass (INDIAN) 37 Paintingtwoormorecoatsexcludingpriming coatwithsyntheticenamel paint inall shades onwoodwork,metallicorplastered,concrete surface to give an even shade. 38 Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish 39 Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade 40 Finishing walls with Premium Acrylic smooth exterior paint with silicon additives of required shade with two or more coats applied @ 1.43litre/10 Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm 41 Foot Rest for Manhole.Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturers permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. 42 RECESSED PVC CONDUIT PIPE WIRING SYSTEM WITH MODULAR SWITCHES: 43 Wiring in PVC insulated copper conductor single core FR cable (ISI marked) overall 1.5sq. mm, 1100volts grade to be laid in heavy gauge PVC conduit pipe 20mm/ 25mm dia. (ISI Marked) recessed in wall etc., complete with powder coated/anodized concealed metal boxes (1.6mm thick with Brass lugs) required for suitable number of modules (Modular accessories) for having Step type electronic fan regulators (two module) 100watts, bell push, 6Amp. 2/3 universal socket (shuttered), 16/20Amp. combined/universal Socket (shuttered), 6/10Amp. Switches, 16/20Amp. switches with indicator etc. and covered with Frame Plate etc., PVC connector (For Fan Box and Call Bell), Steel Hooks, Sheet metal fan box (1.6mm thick shape hexagonal), Circular junction Boxes (Four way PVC 1½ deep for walls and CI 3 deep for ceiling), bonding to earth with PVC insulated copper conductor single core FR cable (ISI marked) 1sq. mm, 1100volts grade (For 6Amp. wall socket & plug control point) and other petty material etc., including the cost of above material, cutting and filling up of chases (with finishing the surface):- 44 Wiring fan point (With out fan box) 45 Wiring light point 46 Wiring 6Amp. Plug control comprising wallsocket point 47 Wiring 16/20Amp. power plug control point 48 SWITCH DISCONNECTOR FUSE UNIT (With Sheet Enclosure):Supply and erection of Switch Disconnector Fuse Unit with HRC Fuses (Suitable for DIN HRC Fuses) in sheet enclosure on the existing surface Confirms to IS 13947 (Part-III), IEC 60947-3 complete with G.I. Bolts, Nuts & Connections on both sides of switch with suitable size of thimbles, including cost of DIN HRC fuses as per PWD General Specifications:- 49 SDF TP&N 32Amp., 415volts (With Sheet Enclosure) 50 Water proofing treatment of Roof Slab with High performance cementitious two component product, consisting of a powder component and an acrylic polymer using two coats ( Dr Fixit Roofseal flex-PackagingSize:12 .5kg(7.5kg powder + 5 kg polymer) / equivalent water proofing Solution ). The slurry thus formed by mixing the two, is tobeappliedonnewroofs to forms a seamless, highly elastic, non-toxic waterproofing layer on the roof with a life expectancyof7years.Theworkshallbecarried out all complete as per specification and the direction of the Engineer-in-charge. 51 Painting new letters and figures of black synthetic enamel paint to an even shade 52 Providing & Fixing Automatic Reverse Phase Controller (For 40 HP Submersible Motor). 53 Providing, Fixing Ceiling fan 48 dia having 3 blade of Crompton, Bajaj, Usha & Orient make complete in all respects, ireputed make as approved by Engineer-in-charge. 54 Providing Richsaw having size 4 00 x 26 x 16 sheet 1.5mm thick frame 35x35x5mm angle Neelam make type 1.75x18 complete in all respects, ireputed make as approved by Engineer-in-charge. Please Enable Macros to View BoQ information
