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| 1 | Laying and Jointing PVC Pipe. Heading |
| 2 | Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc. complete |
| 3 | Earth work open excavation in all soils and sub soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring, shuttering, bailing out water wherever necessary and depositiong the excavated earthe with a lead of 10m within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification |
| 4 | Supplying and filling in foundation and basement with M - Sand in layers of not more than 15cm thick well watered, rammed and consolidated etc., complete as per standard specification. |
| 5 | Supplying and filling of Well gravel for basement in layers of not more than 15cm thick well watered, rammed and consolidated etc., complete as per standard specification |
| 6 | Plain Cement concrete 1:5:10 (One cement fiveM sand and ten brokenMachine crushed stone jelly) using HBG Machine crushed stone jelly of size 40mm gauge for founding and basement including de- watering if found necessary and laid in layers of not more than 15cms thick etc., complete |
| 7 | Reinforced cement concrete 1:1.5: 3 (One cement one and half M sand and three broken Machine crushed stone jelly) using 20mm gauge hard broken granite jelly for all RCC works such as slabs, beams, footings, staircase waist slabs, steps, landing beams fins, boxing, vertical louver, drops, window sill slabs projection and other similar works including laying curing etc., complete |
| 8 | 1:1.5: 3 For Foundation and Basement |
| 9 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification.(Contractor has to make his own arrangements for the supply of steel and binding wire) |
| 10 | Supplying and erecting steel centering including necessary supports for plane sufaces for Reinforced Cement Concrete works such as column footings, column pedastals, plinth beams, grade beams, staircase steps, etc., which required only nominal strutting using mild steel sheets of size 90cmx60cm and 10 BG stiffened with welded mild steel angles of size 25mmx25mmx3mm for boarding, laid over silver oak joists of size 10cmx6.5cm space at about 75cm centre to centre or at suitable intervals etc, complete in all floors complying with standard specification. ( Payment for centering shall be given after the concrete is laid) |
| 11 | Brick Masonry in cement mortar 1:6 (One cement and six M sand) in foundations, basement and superstructure walls using second class ground moulded chamber burnt bricks of size 9”x 43/8”x2 3/4” etc., complete complying with standard specifications- For framed Structures |
| 12 | For Ground Floor up to 4.50 M height |
| 13 | Paving the flooring with best approved quality and colour of Double charged Vitrified tiles of size 600x600x8mm over a base layer of cement mortar 1:3(One of Cement and three of sand) 20mm thick and pointing with same colour cement neatly etc., including the finishing the joints and appointing flush with even surfaces etc., as directed complying with standard specifications the tiles should be got approved by the Executive Engineer before use on work. |
| 14 | Plain ceramic tiles of size 305 x305x6 mm |
| 15 | Dadooing the walls with glazed tiles of printed designof best approved quality and colour in all shade of the glazed tiles in all floor over a base layer in cement mortar 1: 2, (one cement two sand) 10mm thick and laid in situ true alignment and pointed neatly with colour cement at the rate of 0.40kg/m2 to suit the colour of the tiles fixed in position without any air gap in the tiles neatly etc., complete complying with standard specification and as directed by the Departmental officers. The colour & quality of tiles should be got approved by the Executive Engineer before use on work. |
| 16 | Plain colour glazed tiles of size 150mmx150mmx6mm |
| 17 | Colour washing two coats in all floors using best freshly burnt white shell lime and best quality of approved variety of colouring pigment including cost of lime, colouring pigments, fevicol type gum, brushes, scaffolding charges etc., complete complying with standard specification. Mineral colouring pigments not affected by lime should only be used (strainers and colour solutions should not be used.) |
| 18 | Colour washing two coats in all floorsFor Two coat -100 m2 |
| 19 | Supply and fixing PVC rain water down fall pipes of 110 mm diasize 4 Kg/cm2 with necessary shoes, specials, clamps, bends, cowl, screws, nails, teakwood block, etc., complete complying with standard specification and as directed by the Departmental officers. |
| 20 | Rate for 1 RM/ One Floor |
| 21 | Gyp Board false ceiling Using plain sheets 10mm thick (198A)- |
| 22 | Supplying and fixing of rolling shutters with ISI mark shall be of pull and push type made out of 18/Gauge x3’’ lathe sections which consists of five main parts such as curtain, lock plate, guide channels rollers and hood cover. These five main parts are made out of special components detailed below; Curtain; Shall be of 18/Gx3\" lath sections cut to required size and filled with heavy cast iron/ M.S. Clips for 8\"0\"[2.45m] high rolling shutter lathe sections provided shall be not less than 37 numbers. Lock Plate; Shall be 10gaue M.S.Sheet reinforced with 40mmx 6mm M.S angles at the bottom and fitted with heavy latches of 12mm thick locking arrangements on either sides.There should be one handle on either side Guide channel; Pressed guide channels shall be of 10 gauge M.S.Sheet and attached to the side brackets with 20mm square bar. Side brackets shall be of 10 Gauge angle M.S.Plate and cost iron \"U\" clamps shall be reveted to the side brackets Roller; Shall be of heavy cast iron pullies fitted with heavy duty C\" Class 40mm steel pipes and high tensile high carbon coil springs-2 springs shall be supplied. Supplying and fixing of Hood Cover; Shall be of 0.9mm CRCA sheet reinforced with 25mm x 25mm x 3mm M.S. angle or gate channel. The rolling shutter in addition to the above should have pulling hook and shall be coated with heavy coat of zinc chromite primer. The above specifications for various components of rolling shutter shall be invariably followed and verified with the rolling shutters supplied by the firms at site. If the rolling shutters supplied do not confirm to the above specifications, the concerned firms should be asked to replace the shutter or supplythe missing components |
| 23 | Rolling shutter (18 gauge) |
| 24 | Rolling shutter (18 gauge) Gear Operated Type |
| 25 | Fabricating supplying and erecting the Pre-engineered steel building structure using Galvanised structural steel sections, conforming to Grade 50 with yield strength of 345MPa baseplate, Sag Rods, struts including cleats to receive \"Z\" and \"C\" purlins, cutting, drilling holes, welding, grinding fixing the members with nessary bolts nuts, anchor bolt of approved quality, hoisting, aligning and placing the \"I\" sections in position as per the design got approved from the department, fixing purlins with Sag Rods, supporting the purlinsfrom the beams on both sides. The welding should be done with submerged arc welding to full length.The rate inclusive of the cost of painting the memebers with one coat of primer of Zinc chromite and enamel paint etc., complete complying with standard specification and as directed by the departmental officers, etc., complete. (Observed Data) |
| 26 | Providing UPVC (Un-Plasticized Polyvinyl Chloride) WindowWindow: Providing and fixing casement doors fabricated from un-plasticized polyvinyl chloride (uPVC) sections. Profiles: The profiles should be three chamber system which provides high insulation properties with outer frame 60mmx55mm with an outer wall thickness of 2.4mm. The window unit should be designed with all corner joints mitred and fusion welded. Windows should be steel reinforced with 25x24x25mm steel reinforcement with a thickness of 1mm to have dimensional stablilty. The sash should be of 60x102mm. The mulilion should be of 60x74mm. The profiles should have co-extruded seals.Hardware: All the hardware like friction stays, handles should be screwed with self tapping screws. The handles, locks should be designed so that they cannot be released from outside.Glazing: The window system should be glazed with 5mm plain float glass/6mm bison lamInstallation: The profiles should be cut to length and welded 45 degrees. The window should be designed such that the water drainage does not pass through the reinforcement chamber. The window system should be fixed directly to the plastered brick wall using self expanding nylon plug and driving ms electroplated screws into plug. |
| 27 | Providing UPVC (Un-Plasticized Polyvinyl Chloride) DoorDoor: Providing and fixing casement doors fabricated from un-plasticized polyvinyl chloride (uPVC) sections. Profiles: The profiles should be three chamber system which provides high insulation properties with outer frame 60mmx55mm with an outer wall thickness of 2.4mm. The window unit should be designed with all corner joints mitred and fusion welded. Windows should be steel reinforced with 25x24x25mm steel reinforcement with a thickness of 1mm to have dimensional stablilty. The sash should be of 60x102mm. The mulilion should be of 60x74mm. The profiles should have co-extruded seals.Hardware: All the hardware like friction stays, handles should be screwed with self tapping screws. The handles, locks should be designed so that they cannot be released from outside.Glazing: The window system should be glazed with 5mm plain float glass/6mm bison lamInstallation: The profiles should be cut to length and welded 45 degrees. The window should be designed such that the water drainage does not pass through the reinforcement chamber. The window system should be fixed directly to the plastered brick wall using self expanding nylon plug and driving ms electroplated screws into plug. |
| 28 | Providing UPVC (Un-Plasticized Polyvinyl Chloride) VentilatorVentilator: Providing and fixing casement doors fabricated from un-plasticized polyvinyl chloride (uPVC) sections. Profiles: The profiles should be three chamber system which provides high insulation properties with outer frame 60mmx55mm with an outer wall thickness of 2.4mm. The window unit should be designed with all corner joints mitred and fusion welded. Windows should be steel reinforced with 25x24x25mm steel reinforcement with a thickness of 1mm to have dimensional stablilty. The sash should be of 60x102mm. The mulilion should be of 60x74mm. The profiles should have co-extruded seals.Hardware: All the hardware like friction stays, handles should be screwed with self tapping screws. The handles, locks should be designed so that they cannot be released from outside.Glazing: The window system should be glazed with 5mm plain float glass/6mm bison lamInstallation: The profiles should be cut to length and welded 45 degrees. The window should be designed such that the water drainage does not pass through the reinforcement chamber. The window system should be fixed directly to the plastered brick wall using self expanding nylon plug and driving ms electroplated screws into plug. |
| 29 | (M 2637 )Supply and InstallationofHigh Volume low speed (HVLS) Fan in the post operative section of ABC centreof 20 feet dia blade alongwith 0.5 HP motor enable to create 115 RPM with55 dBA having the total wt of 35 Kg approximatlyincluding accessories etc complete |
| 30 | Designing the Semi Unitised Structural Glazing System with open groove joint as per design intent, preparation of shop drawings for approval, supply, fabricate, erect as per approved shop drawings at all floor levels and all floor heights including conducting field test as per the test criteria set out in the particular specification (Metholodgy should be got approved by the Dept. Officials.) Design the framing system (i.e. male & Female frame) to support vision panels, spandrel panels either with glass or aluminium composite panel, openable, window panels on a continuous framing supported between floors. Also design the split framing unutilized glazing system in case of strip or punched windows with vision panel proposed with either insulated / Monolithic glass, groove width in the system both in horizontal and vertical shall not be more than 20mm.Glazing of panel shall be done only at factory at the controlled atmosphere as perSCR PWDPage no 103 (M 0659) for wall |
| 31 | POLYURETHANE FOAM THERMAL INSULATION PANELSProviding and Fixing of polyurethane foam as Internal PartitionWallThermalinsulationpanelsorSandwich insulated panels wihboth internal and external 0.50mm total coated thickness repainted galvanized iron sheet with micro ribbed profile and the insulation material will be chlorofluoro carbon and hydro chlorofluoro carbon free , high performance rigid polyurethane foam (PUF) conforming to IS 12436 having density not less than 40±2Kg/M3, Thermal conductivity (K-Value) 0.024 W/m.Kmeasuredat10degreeCmeantemperature alongwithnecessaryflashingssuchasLflashing,C flashingetc&accessoriessuchasscrews, fastners, sealants etc for fixing the panel etc., complete complying with standard specification.as per SCR2025page57 (W0368)for roof & Wall |
| 32 | 30mm thick PUF externnal Partition wall panel |
| 33 | 50mm thick PUF externnal Partition wall panel |
| 34 | Supply and Installation of High Density Fibre (HDF) Board made up of Portland cement and fly ash having thethickness 75mm ,Colour Grey, Hieght 3.60 m , Thermalconductivity 0.22w/[email protected],Nominal wt 60kg/m2,density 780kg/m3,Axial load 53kN/m for partition in the proposed ABC Centre (M0657) |
| 35 | Supply and Install Supply and installation of belt driven 1100mm x 1100 mm ground level ventilator having an airflow of 36000 cubic metre per hour with an speed of 1400 rpm and less than 70 decibals noise level enable to cooling an area of 140 square metre etc complete and as directed by the departmental officers complying with standard specificationationof 1m x1m Vendilator |
| 36 | Supply erection, testing and commissioning of 1.5 TR (4500 K.cal/Hr) ABS Plastic Split type Air conditioner conforming to IS 1391 (Part-2) 1992 with Amdt No. 1 to 2 fitted with Rotory compressor operating on Non CFC Refrigerant suitable for wall mounting for operation on 230V, 50HZ single phase AC supply with 3 star rating of as per BEE specification and capable of performing the functions of (M1986) like cooling , dehumidifying , filtering etc complete including the following works like Mounting / Fitting Indoor and outdoor units at their respective locations., Laying refrigerant pipeline of required length connecting not exceeding 3 metre Length and both units after drilling hole/holes in the wall if required.Insulating the suction pipe with expanded polyeurethene foam 5mm tubing., Leakage testing the entire system unit., Charging refrigerant gas in the unit.,Suitable electric wiring to be provided with 2.5 Sq.mm PVC insulated copper wire between indoor and outdoor units up to 6 Mtrs length and up to switch within 3 Meters of location of indoor unit (Carrier/Voltas/LG/Eq). |
