|
| 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 | Upto 2M |
| 3 | Below 2M |
| 4 | Fixing of shear keys using 12 mm dia. rebars after drilling holes of 16 mm dia. and 200 mm depth on the existing raft slab at a spacing of 300mm c/c for integrating the additional raft slab with the existing raft slab, cleaning and grouting the holes with two components resin based anchoring grout. Item rate is inclusive of all charges for the rebars, welding,grouting material, labor, supervision, tools, tackles, transportation etc., complete as per the specifications and directed. |
| 5 | EPOXY BOND COAT ON EXISTING PREPARED CONCRETE SUBSTRATEProviding and applying bond coat on the prepared surface to receive new concrete, with two components, epoxy based bonding coat of BASF MasterBrace 1414/equivalent or equivalent material in one full coat. Laying of concrete shall be completed within the overlay time of bonding coat. This bond coat act as bonding agent between old and new concrete. |
| 6 | Refilling with excavated sand in regularlayers of 15cm thickeach including carefully ramming, wateringconsolidating,etc.,complete for foundationand basement. |
| 7 | Supplying and filling in foundation, basement, etc with filling crushed stone 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. |
| 8 | Supplying andFILLING GRAVEL Supplying and filling in \"foundation andbasement with filling crushed stone sand in layers of not more than 15cm.thick well rammed watered and compacted -1m3 etc., complete complying with standard specification. |
| 9 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oakjoists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid) |
| 10 | FOR FOUNDATION & BASEMENT |
| 11 | 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 abote 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) For plane surfaces such as circular columns RCC columns, sunshades, top and bottom slab of RCC boxing, etc. |
| 12 | RCC wall -upto 3 M ht |
| 13 | RCC wall - 3 to 4M ht |
| 14 | RCC wall -upto 4 to 5M ht |
| 15 | RCC wall -upto 5 to 6M ht |
| 16 | RCC wall -upto 6 to 7M ht |
| 17 | RCC wall -upto 7 to 8M ht |
| 18 | RCC wall -upto 8 to 9M ht |
| 19 | RCC wall -upto 9 to 10M ht |
| 20 | RCC wall -upto 10 to11M ht |
| 21 | RCC wall -upto 11 to 12M ht |
| 22 | RCC wall -upto 12 to13M ht |
| 23 | RCC wall -upto 13 to 14M ht |
| 24 | RCC wall -upto 14 to 15M ht |
| 25 | RCC wall -upto 15 to 16M ht |
| 26 | RCC wall -upto 16 to 17M ht |
| 27 | RCC wall -upto 17 to18M ht |
| 28 | RCC wall -upto 18 to19M ht |
| 29 | RCC wall -upto 19 to20M ht |
| 30 | RCC wall -upto 20 to21M ht |
| 31 | RCC wall -upto 21 to22M ht |
| 32 | RCC wall -upto 22 to 23M ht |
| 33 | RCC wall -upto 23 to 24M ht |
| 34 | RCC wall -upto 24 to25M ht |
| 35 | RCC wall -upto 25 to26M ht |
| 36 | RCC wall -upto 26 to27M ht |
| 37 | RCC wall -upto 27 to28M ht |
| 38 | RCC wall -upto 28 to29M ht |
| 39 | RCC wall -upto 29 to 30M ht |
| 40 | RCC wall -upto 30 to 31M ht |
| 41 | RCC wall -upto 31 to 32M ht |
| 42 | RCC wall -upto 32 to 33M ht |
| 43 | RCC wall -upto 33 to 34M ht |
| 44 | RCC wall -upto 34 to 35M ht |
| 45 | RCC wall -upto 35 to 36M ht |
| 46 | RCC wall -upto 36 to 37M ht |
| 47 | RCC wall -upto 37 to 38M ht |
| 48 | RCC wall -upto 38 to 39M ht |
| 49 | RCC wall -upto 39 to 40M ht |
| 50 | RCC wall -upto 40 to 41M ht |
| 51 | RCC wall -upto 41 to 42M ht |
| 52 | RCC wall -upto 42 to 43M ht |
| 53 | RCC wall -upto 43 to 44M ht |
| 54 | RCC wall -upto 44 to 45M ht |
| 55 | RCC wall -upto 45 to 46M ht |
| 56 | RCC wall -upto 46 to 47M ht |
| 57 | RCC wall -upto 47 to 48M ht |
| 58 | RCC wall -upto 48 to 49M ht |
| 59 | RCC wall -upto 49 to 50M ht |
| 60 | RCC wall -upto 50 to 51M ht |
| 61 | RCC wall -upto 51to 52M ht |
| 62 | RCC wall -upto 52to 53M ht |
| 63 | RCC wall -upto 53 to 54M ht |
| 64 | RCC wall -upto 54 to 55M ht |
| 65 | RCC wall -upto 55 to 56M ht |
| 66 | RCC wall -upto 56 to 57M ht |
| 67 | RCC wall -upto 57 to 58M ht |
| 68 | RCC wall -upto 58 to 59M ht |
| 69 | RCC wall -upto 59 to60M ht |
| 70 | RCC wall -upto 60 to61M ht |
| 71 | RCC wall -upto 61 to62M ht |
| 72 | RCC wall -upto 62 to63M ht |
| 73 | RCC wall -upto 63 to64M ht |
| 74 | RCC wall -upto 64 to65M ht |
| 75 | RCC wall -upto 65 to66M ht |
| 76 | RCC wall -upto 66 to67M ht |
| 77 | RCC wall -upto 67 to68M ht |
| 78 | RCC wall -upto 68 to69M ht |
| 79 | RCC wall -upto 69 to70M ht |
| 80 | Providing and laying in position, Standardised Concrete Mix M-30 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 350 kg/mᶾ and maximum water cement ratio of 0.50, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 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 with about (4.79 cu.m.) 7670 kg. of sand, but excluding cost of 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 claiming extra, etc., 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). |
| 81 | FOR FOUNDATION & BASEMENT |
| 82 | For Ground floor |
| 83 | 1st floor |
| 84 | 2nd floor |
| 85 | 3rd floor |
| 86 | 4th floor |
| 87 | 5th floor |
| 88 | 6th floor |
| 89 | 7th floor |
| 90 | 8th floor |
| 91 | 9th floor |
| 92 | 10th floor |
| 93 | 11th floor |
| 94 | 12th floor |
| 95 | 13th floor |
| 96 | 14th floor |
| 97 | 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) |
| 98 | Supply and fixing of M.S Grills with Doors and Windows with one coat of Red oxide with Primer including all costs such as welding,grinding and fabrication charges, cost and conveyance of all materials to site etc,complete as per standard specification. |
| 99 | Dismantling RCC by manual / by using deploying machineries |
| 100 | Roof slab |
| 101 | Dismantling Brick / Stone Masonry in cement mortar walls under 3m high |
| 102 | 1st floor |
| 103 | 2nd floor |
| 104 | 3rd floor |
| 105 | 4th floor |
| 106 | 5th floor |
| 107 | 6th floor |
| 108 | 7th floor |
| 109 | 8th floor |
| 110 | 9th floor |
| 111 | 10th floor |
| 112 | 11th floor |
| 113 | 12th floor |
| 114 | 13th floor |
| 115 | DismantlingBrick / Stone Masonry in cement mortar walls, add for every additional 3m or part there of over the initial height of 3m |
| 116 | 1st floor |
| 117 | 2nd floor |
| 118 | 3rd floor |
| 119 | 4th floor |
| 120 | 5th floor |
| 121 | 6th floor |
| 122 | 7th floor |
| 123 | 8th floor |
| 124 | 9th floor |
| 125 | 10th floor |
| 126 | 11th floor |
| 127 | 12th floor |
| 128 | 13th floor |
| 129 | Brick work in CM 1:5 (one cement & Five Crushed Stone Sand (M- Sand)) using II class ground moulded bricks of size 9\" X 43/8\"X 2 3/4\" including finishing, curing, etc., complete complying with standard specification - |
| 130 | 1st floor |
| 131 | 2nd floor |
| 132 | 3rd floor |
| 133 | 4th floor |
| 134 | 5th floor |
| 135 | 6th floor |
| 136 | 7th floor |
| 137 | 8th floor |
| 138 | 9th floor |
| 139 | 10th floor |
| 140 | 11th floor |
| 141 | 12th floor |
| 142 | 13th floor |
| 143 | Terrace |
| 144 | Plastering with cement mortar 1:5 (One part of Cement and Five part of Plastering Sand (P- Sand)) 12mm, thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications |
| 145 | Plastering with cement mortar 1:4 (One Part of Cement and Four part of Plastering Sand (P- Sand)) 20mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications |
| 146 | Painting two coats for Interior surface with approved Interior 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. |
| 147 | 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. |
| 148 | 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 one coat of red oxide priming coat in all floors including 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. |
| 149 | Paving the floor with Double charged Vitrified tiles of approved quality and colour of size 600x600x8mm thick of approved make, quality and colour in all floors over a base layer of cement mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 20mm thick and laid straight alignment and pointed neatly with colour cement at the rate of 0.40kg/m2 laid without any air gap in the tiles neatly and fixing in position as per standard specifications and as directed by the departmental officer.The colour & quality of tiles should be got approved by Municipal Engineer before use on work |
| 150 | Paving the floor with best approved quality fine polished Granite Stone Slabs of size 1200 x 600 of 18 / 20mm thick of Synthetic Grey, Paradise andsimilar varieties with machine cut edges laid over a cement mortar bed of 20mm thick using cement mortar 1:3 (One cement and three crushed stonesand) fixing the slabs with required cement slurry and laid in true right angles with minimum possible width of joints and pointing the joints with white cement mixed with mathcing colouring pigments etc., The granite 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. |
| 151 | Dadooing Supplying and laying in flooringwith with fully polished Black colour Granite stone of 20mm thick (average) of 4\" X 2\" in size laid in cement mortar 1:2 (one cement and two Plastering sand) 20mm thick & pointedwith same colour of cement etc., complete as per standard specification |
| 152 | Dadooing walls withGlazed tiles of sizes 305mm X 200mm X 6mm size of approved make and quality and colour Set in cement mortar 1:2 (One part of Cement and two part of Plastering Sand (P- Sand)) over 10 mm base layer plastering and pointing with white cement neatly as directed. |
| 153 | Fixing of frameless glass door using approved Make, fittings of top and bottom patch, corner lock, Floor spring, Handle 450mm long \"H\" type, glazed with 12mm thick clear toughened glass with necessary items to finish the job.(Rate is exclusive of hardware Supplying and inclusive of hardware fixing) GDD1 - 2400mm x 2100mm |
| 154 | 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 |
| 155 | Underground structures waterproofing with HDPE membraneProviding and laying water proofing treatment to the Rafts, Below grade slab, Lift pits, water retaining structures with fully bonded 1.5 mm thick HDPE waterproofing pressure sensitive adhesive membrane over PCC before laying raft concrete having higher puncture resistance of 1000N as per ASTM E 154, confirming to BS 8102 & IS 16471:2017, requirements of UG waterproofing structures. Laying adjacent sheets by keeping overlap of 75mm, end overlaps to be treated using double sided tape. The membrane shall have Tensile strength >25 Mpa as per ASTM D 412, Elongation > 500% as per ASTM D 412, Hydrostatic head resistance >70m head of water as per ASTM D 5385, Low Temperature Flexibility: -25 deg C, Peel Adhesion to Concrete >880 N/m as per ASTM D 903 Modified, UV Exposure > 45 Days. The finished cost including surface preparation completely as per specification. |
| 156 | Supply and Laying of Building Scaffolding HDPE Green Safety Net (heavy edges extruded plastic mesh with 17mm-20mm mesh opening is the best suitable for tree guards, which in rolls of 1.0m × 50m and 1.5m × 50m.) |
| 157 | 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 |
| 158 | PASSENGER LIFT:- (MAIN BUILDING) Design, Supplying, Erection, Testing and commissioning of Machine room with Passenger lift with Stainless Steel finish to carry 24 passengers of 1632 Kgs as per following details Speed = 1.25 Mtr / Sec; Travel Distance = 12 Mtrs, Number of Floors = G + 1, Positing of Machinery = Machine Roomless, CCTV, Design of Lift Car = Stainless steel Hailine Finish, Car Ceiling - Car Floor = Sleek (small circular lights) - SS hairline finish -pvc, Type Of Car Front Entrance Protection - Power operated centre opening sliding door - stainless steel -, Land Entrance Protection (0,1 ) - Centre Opening Sliding door - Stainless Steel - Hairline Finish, Landing Door Frame (0,1 ) - Stainless steel - Hairline Finish, Type Of Control System - Microprocessor based Quadraplex Selective Collective control With / Without attendant, Special Inclusion, Battery Operated Emergency Light And Alarm Bell, Call Register Signal And Vf Door Operator, Landing Push Button In Landing Door Frames, Automatic Rescue Device, Stainless Steel Button With S.S. Cover, Full Car Operating Panel, Dot Matrix Led D & P Indicators In Car & Landings -Orange Colour, Floor Annunciator With Music, Firemans Switch, False Ceiling In Car, Fire Rating Of Landing Doors - Two Hours, Infra Red Door Screen, Overload Warning Indicator, Scaffolding, 3 Way Intercom / Press And Speak Phone, Free Service For One Year, Pit Ladder, Ss Handrail, Lift License.The rate shall include approval / obtaining completion certificate from the electrical / lift inspectorate of Local Competent Electrical Authority for installation and commissioning of lifts before handing over the entire installation of the lift. Note: Tenderer should be given options for car Interiors. The final Approvalgiven by Client/ Engineering Consultant Note: Control of Operation ( Simplex /Duplex )shouldfollow as per Technical Specification. |
| 159 | Electrical Arrangements: Cables -4Cx16 Sqmm Cu Ar,end termination for the cables-4Cx16 Sqmm,Lighting for maintenance purpose for 13 floors ( 1 bulkhead fitting with 1 set of 6A switch and socket, Earthing (copper),cable tray with required Panel and MS supports, 125 A isolator with MS Enclosure |
