Bill Of Quantities For Civil Works For 8mw Power Plant Ampl-Books Pdf

BILL OF QUANTITIES FOR CIVIL WORKS FOR 8MW POWER PLANT AMPL
05 Jan 2020 | 513 views | 22 downloads | 10 Pages | 309.71 KB

Share Pdf : Bill Of Quantities For Civil Works For 8mw Power Plant Ampl

Download and Preview : Bill Of Quantities For Civil Works For 8mw Power Plant Ampl

Report CopyRight/DMCA Form For : Bill Of Quantities For Civil Works For 8mw Power Plant Ampl



Transcription

B PLAIN REINFORCED CEMENT CONCRETES, B 1 Supplying laying and compacting plain cement. concrete as defined by IS 456 in all mudmats, leveling courses including filling of loose pockets. etc under foundations pipelines tunnels floors, etc at all depths below plinth level as per. drawings specification and instruction of the, Engineer including curing but excluding the cost of. shuttering all materials tools plants and labour, a With 40 mm and down graded aggregates 1 4 8 Cu m 768 00.
B 2 Supplying and laying reinforced cement concrete. in all foundation and super structure in roof slabs. beams floor slabs footings columns etc at all, heights and depths above and below plinth level. as per the drawings specifications directions of, the Engineer and as defined in IS 456 including. curing but excluding cost of shuttering and steel, reinforcement all materials tools plants and. labour complete, a With 20mm down graded aggregate for M15 Cu m 35 00. grade concrete, b With 20mm down graded aggregate for M20 Cu m 6655 00.
grade concrete, c With 20mm down graded aggregate for M25 Cu m 760 00. grade concrete, B 3 Supplying and placing damp proof course 40. mm thick with concrete of grade M20 as defined, by IS 456 with 6 mm and down graded stone Sq m 100 38. aggregates including curing with two coats of, hot bitumen and sand spread over it as. specified all materials tools plant and labour, C STEEL REIMFORCEMENT.
C 1 Taking delivery transporting placing and fixing. in position steel reinforcement including angles, pins provided for the approved welded joints at. all levels for reinforced cement concrete and, precast reinforced concrete works including. cutting bending cranking binding tack welding, as necessary as per drawings specifications and. direction of the Engineer including binding wire, cover blocks electrodes etc and straightening. and coiling where necessary all materials tools, plant and labour complete.
a With tor steel of all diameters Ton 435 00, D INSERTS FOUNDATION BOLTS ETC. D 1 Taking delivery and fixing in position as per Ton 10 00. drawings specification and instructions of the, Engineer M S inserts foundation bolts anchor. bolts nuts washers curb angles channels, pipes pipe sleeves rungs etc for embedding in. permanent concrete work at all heights and, depths above and below plinth level including all. connected works and adjustment in shuttering, and reinforcement all materials tools plant and.
labour complete, E 1 Providing and fixing shuttering formwork in. position with necessary centering bracings, Propping etc and removing the same after the. specified periods for all types of shuttering for, all plain and reinforced cement concrete works. including all chamfers splays keys wedges, nails brackets cutting holes for embedded steel. pipes and applying waste oil on shuttering, surface in contact with concrete all materials.
a tools plant and labour complete, i Straight shuttering Sq m 1345 00. ii At and all depths below plinth level Sq m 14650 00. At all heights above plinth level, E 2 Providing fixing in position and removing Sq m 45 00. shuttering as specified for core holes and, pockets as per drawings specifications and. directions of the Engineer including applying, waste oil on shuttering surface in contact with. concrete and cleaning if core holes and pockets, all materials tools plant and labour complete.
F 1 Providing and constructing one or more bricks Cu m 1345 00. thick brickwork using 50 grade bricks as defined, in relevant IS code in cement sand mortar 1 5. in foundations super structure manholes, ducts drains etc at all heights and depths above. and below plinth level as per drawings, specifications and direction of the engineer. including fair cutting waste bonding plumbing, lining leveling flushing raking joints. scaffolding and curing all materials tools plant, and labour complete.
F 2 Providing and constructing brickwork of half Sq m 65 00. brick thickness using 50 grade bricks as defined, in relevant IS code in cement sand mortar 1 4. with reinforcement at every fourth course at all, heights and depths above and below plinth level. for partition walls as per drawings specification, and directions of the engineer and including fair. cutting waste bounding plumbing lining, leveling raking joints scaffolding and curing all. materials tools plant and labour complete, G PLASTER FINISHING ITEMS.
G 1 Providing and laying plaster with 1 5 cement, sand mortar at and at all heights and depths. above and below plinth level to faces of walls, pillars columns lintel sides drains jambs. column projections narrow bands and widths, etc including chipping and curing as per. specifications drawings and direction of the, Engineer all materials tools plant and labour. a completes Sq m 3845 00, b 15 mm thick Sq m 3520 00.
c 20 mm thick Sq m 440 00, Extra for neat cement finish. G 2 Providing drip course 30 mm wide and 15 mm Rmt 180 00. deep at chajjas sills and other outside, projections at all heights above plinth level with. cement sand mortar 1 4 all materials tools, plant and labour complete. G 3 Providing two coats of cement paint of SUPER Sq m 1790 00. SNOWCEM or approved equivalent of different, approved shades and as specified by the. manufacturer to external plastered surfaces at, all heights and depths above and below plinth.
level as per drawings and direction of the, Engineer including scaffolding cleaning and. curing all materials tools plant and labour, G 4 Providing three coats of white wash with lime Sq m 1925 00. over the plastered surfaces concrete surface as, per drawings and as specified at all heights and. depths above and below plinth level including, scaffolding all materials tools plant and labour. H FLOORING, H 1 Supplying and fixing glazed vitreous ceramic Sq m 235 00.
tiles of 1st quality JOHNSON or 1st quality BPT or. approved equivalent in floor dado skirting etc at, all heights above plinth level including providing. 19 mm thick bedding of 1 3 cement sand, mortar and each tile plastered on the beck side. with neat cement slurry before fixing to the, bedding mortar including filling and finishing of. all joints with white cement grout and cleaning, with saw dust and dilute sulphuric acid curing. etc as per drawings specifications and as, directed by the Engineer all materials tools.
plant and labour complete, H 2 Providing and laying 15 mm thick heavy duty Sq m 980 00. floor hardener topping course with IRONITE, 2 2 Kg m2 or approved equivalent including. the bedding layer of 25 mm thick screed, concrete 1 1 2 with 10 mm and down graded. stone aggregate topping course laid over 25, thick granolithic floor finish whilst the screed. concrete is still green all according to the, manufacturer s specification including trowel.
finishing and curing all materials tools plant, and labour complete. H 3 Supplying fixing 25 mm thick kota stone on Sq m 200 00. min 20 mm thick bedding mortar as specified, including curing machine wax polish in three. operations with satisfaction of the Engineer all, materials tools labour complete. H 4 Cement concrete flooring with 1 2 4 concrete 1 Sq m 565 00. cement 2 sand 4 graded stone aggregate 20, mm Normal size finished with a floating coat of. neat cement i c cost of glass strip of size of 40 x. 4 mm for panels in flooring not exceeding 2 0, 40 mm thick.
J DOORS WINDOWS ROLLING SHUTTERS, J 1 Supplying fitting and fixing in position Indian. standard steel windows and ventilators with, frames and shutters of different types according. to IS 1038 with all joints flush butt welded, including coupling bars for composite windows. and ventilators steel handles and peg stays with, black chrome finish and all other steel fitting and. fixtures like hinges lugs stoppers etc and, including cutting drilling necessary holes in.
walls etc and grouting lugs in the same with, 1 2 cement sand mortar and finishing neatly. a all materials tools plant and labour complete Sq m 205 00. b Openable type Sq m 35 00, Fixed type, J 2 Providing glazing to doors windows and. ventilators as specified including supplying and, fixing of approved quality clear sheet glass. including glazing putty glazing clips etc all, materials tools and labour complete glazing will. be measured on the basis of individual glass, a pane size as specified in IS 1038 Sq m 135.
5 mm thick float glass weighing approx 14, Kg m2 to openable steel aluminum windows. J 3 Supplying fitting and fixing in position approved. 18 gauge M S rolling shutters as specified with, all accessories ball bearings side guides 20. gauge hood cover of hexagonal shape locking, arrangement handles to operate the rolling. shutters and including cutting necessary holes in, walls and grouting with 1 1 3 cement. concrete and finishing neatly to the satisfaction, of the Engineer all materials tools plant and.
labour complete measurement of rolling, shutters shall be the same as that of clear wall. a opening Sq m 36 00, b Mechanical operated Sq m 20 00. Manually operated, J 4 Providing and fixing aluminum anodized. doors windows ventilators made out of extruded, aluminum section conforming to IS 733 IS 1285. IS 1868 with outer frame size 101 6 x 44 45 x, 1 90 mm weighing 1 54 Kg m and shutter frame.
made from aluminum section 47 62 x 44 45 x, 1 90 mm weighing 0 97 Kg m for vertical style. and top rail bottom and lock rail are made from, aluminum section 101 6 x 44 45 x 1 90 mm. weighing 1 64 Kg m including jointing with, extruded aluminum cleats neoprene weather. stripping gasket beveled edge beading screws, and 5 00 mm thick float glass sheets of good. quality make including all fitting of superior, quality decorative type such.
as door handles tower bolts hinges etc, complete including applying a coat of lacquer as. per direction of Engineer in charge duly fixed, in walls with 16 x 3 15 mm lugs 10 cm long. embedded in c c block 15 x 10 x 10 cm size in, C C 1 3 6 or with wooden plug and screws or. a with rawl plugs and screws or with fixing clips or Sq m 40 00. b with bolts and nuts as required Sq m 20 00, c Openable Sq m 15 00. K WATERPROOFING, K 1 Supplying laying and fixing at all heights above Sq m 405 00.
plinth level bitumen felt water proofing 7 course, treatment i e two layers of flats including. prime and topping course of pea sized gravel for, roof with all necessary laps as specification and. according to IS 1346 with minimum 7 layers, guarantee for water proof ness including cutting. chases in brickwork concrete for anchoring tar, felt in parapet and making good the chases with. 1 4 cement sand mortar and curing all, materials tools 1 4 cement and mortar and.
curing all materials tools plant and labour, complete Measurement will be made for the. finished net area only, BILL OF QUANTITIES FOR CIVIL WORK FOR 350 TPD SPONGE IRON KILN. Sl Item Description Unit Quantity Unit Rate Amount. No aaprox Rs Rs, 1 GR HOPPER 1 FOR COAL, a Excavation M3 125 00. b PCC M3 10 00, c Shuttering M3 172 00, d RCC M3 30 00. e Back filling M3 30 00, f Brick Work M3 7 20, g Pocket Shuttering M2 0 00.
h Water proof plastering M3 84 00, 2 GR HOPPER 2 FOR IRON ORE. a Excavation M3 125 00, b PCC M3 10 00, c Shuttering M3 172 00. d RCC M3 30 00, e Back Filling M3 30 00, f Brick Work M3 7 20. g Pocket Shuttering M2 0 00, h Waterproof Plastering M3 84 00. 3 CRUSHER HOUSE, a Excavation M3 216 00, b PCC M3 15 00.
c Shuttering M3 96 00, d RCC M3 80 00, e Back Filling M3 161 00. 4 STOCK HOUSE, a Excavation M3 380 00, b PCC M3 25 00. c Shuttering M3 175 00, d RCC M3 100 00, e Back Filling M3 290 00. 5 ABC BUILDING, a Excavation M3 162 00, b PCC M3 10 00. c Shuttering M3 670 00, d RCC M3 200 00, e Back Filling M3 125 00.
6 ID FAN FOUNDATION, a Excavation M3 12 00, b PCC M3 5 00. c Shuttering M3 20 00, d RCC M3 50 00, e Back Filling M3 5 00. 7 E S P FOUNDATION, a Excavation M3 48 00, b PCC M3 4 00. c Shuttering M3 20 00, d RCC M3 100 00, e Back Filling M3 40 00. 8 CONCRET CHIMNEY, a Excavation M3 170 00, b PCC M3 5 00.
c Shuttering M3 920 00, d RCC M3 550 00, e Back Filling M3 50 00. 9 KI M PLANT, a Excavation M3 36 00, b PCC M3 5 00. c Shuttering M3 34 00, d Back filling M3 20 00, 10 KILN FOUNDATION. a Excavation M3 1450 00, b PCC M3 70 00, c Shuttering M3 1400 00. d RCC M3 1400 00, e Back Filling M3 810 00, f Pocket shuttering M2 70 00.
11 K C T B, a Excavation M3 172 00, b PCC M3 10 00. c Shuttering M3 90 00, d RCC M3 50 00, 12 COOLER FOUNDATION. a Excavation M3 328 00, b PCC M3 20 00, c Shuttering M3 422 00. d RCC M3 200 00, e Back filling M3 140 00, f Pocket Shuttering M2 66 00. 13 C D BUILDIN, a Excavation M3 100 00, b PCC M3 20 00.
c Shuttering M3 60 00, d RCC M3 40 00, e Back Filling M3 20 00. f Brick Work M3 9 00, a Excavation M3 182 00, b PCC M3 25 00. c Shuttering M3 280 00, d RCC M3 100 00, e Back Filling M3 155 00. f Pocket Shuttering M3 60 00, a Excavation M3 182 00. b PCC M3 25 00, c Shuttering M3 280 00, d RCC M3 100 00.
BILL OF QUANTITIES FOR CIVIL WORKS FOR 8MW POWER Plinth filling in layers of 150 Supplying and filling of coarse sand in foundations plinth

Related Books

Fire Department Standard Operating Guidelines SOGs

Fire Department Standard Operating Guidelines SOGs

Firefighter Probationary Under direction of a Firefighter Lieutenant Captain or Chief provides direct services individually and as a member of a team in response to fire rescue hazmat and other incidents The Firefighter Probationary has not completed entry level firefighter coursework and may not be permitted to participate in structural firefighting activities which require the

Fire Chiefs Association COMMAND

Fire Chiefs Association COMMAND

Fire Chiefs Association FDNY the ranks of the FDNY Probationary firefighter school at Randalls Island was only six weeks long Upon graduation in October Bob was assigned to Engine 222 also known as Triple Deuce The captain at that time was Peter Bongo retired Battalion Chief The single engine company located in Bedford Stuyvesant near the borderline of Bushwick consisted of many

Medal day book 2007 New York

Medal day book 2007 New York

Probationary Firefighter Michael Reilly heroes who lost their lives protecting us And we remain truly thankful that every day the 15 000 members of the FDNY continue to exhibit the unparalleled heroism that has earned them the respect and admiration of all New Yorkers Congratulations to all of today s honorees on receiving this deserved recognition 4 FIRE DEPARTMENT CITY OF NEW YORK

Probationary Firefighter Orientation Program Instructor Manual

Probationary Firefighter Orientation Program Instructor Manual

Probationary Firefighter Orientation Program Probationary Page Employee Orientation Program Instructor Manual 3 of 90 Session 1 Standard Operating Guidelines Objective The objective of this session is to present the Standard Operating Guidelines of the KFD and the City of Kissimmee to the new employee Preparation The following actions must be taken to ensure that you are ready to proceed

New York City Fire Department Truck Company Ops

New York City Fire Department Truck Company Ops

up from probationary firefighter to Deputy Chief In 1941 Hugh Halligan was appointed to the rank of First Deputy Commissioner a position he held for a few years before returning to the uniform ranks During his tenure he worked in all eleven of the FDNY s bureaus As a young firefighter eager to learn about my job I was not interested in the political or promotional achievements of Hugh

White Paper OPTIMAL MOUNTING CONFIGURATION FOR BIFACIAL

White Paper OPTIMAL MOUNTING CONFIGURATION FOR BIFACIAL

White Paper OPTIMAL MOUNTING CONFIGURATION FOR BIFACIAL SOLAR MODULES ON SINGLE AXIS TRACKERS Release Date December 4th 2018 Authors Scott Van Pelt P E Sr Director of Engineering Andrew Barron Worden CEO Anthony Assal Engineering Project Manager This report was compiled in part based on analysis of data collected by GameChange Solar LP GameChange from third party

Automatic Solar Tracking System IJCEM

Automatic Solar Tracking System IJCEM

Automatic Solar Tracking System Mayank Kumar Lokhande Abstract Solar energy is very important means of expanding renewable energy resources In this paper is described the design and construction of a microcontroller based solar panel tracking system Solar is a nonconventional source of energy considering this we have developed solar panels so that we can fulfill our electricity need But

Guide for your AZ 125 Azimuth Drive Solar Tracker

Guide for your AZ 125 Azimuth Drive Solar Tracker

Guide for your AZ 125 Azimuth Drive Solar Tracker Congratulations you have purchased the finest solar tracker available With proper installation your tracker will provide years of trouble free service while maximizing your solar power production Your tracker may include one of the following options Check your packing slip Stainless Steel Hardware Option Recommended for high

Guide for your 2 Pole Single Axis Solar Tracker

Guide for your 2 Pole Single Axis Solar Tracker

Guide for your 2 Pole Single Axis Solar Tracker Congratulations you have purchased the finest solar tracker available With proper installation your tracker will provide years of trouble free service while maximizing your solar power production Your tracker may include one of the following options Check your packing slip Stainless Steel Hardware Option Recommended for high

Blue Advantage HMOSM and Blue PremierSM Provider Manual

Blue Advantage HMOSM and Blue PremierSM Provider Manual

Blue EssentialsSM formerly known as HMO Blue Texas SM Blue Advantage HMOSM and Blue PremierSM Provider Manual Filing Claims Updated 12 21 2016 Page F 1 A Division of Health Care Service Corporation a Mutual Legal Reserve Company an Independent Licensee of the Blue Cross and Blue Shield Association

Drilling Fluids Manual Oil Careers

Drilling Fluids Manual Oil Careers

Drilling Fluids Manual Proprietary for the exclusive use of Amoco Production Company and other wholly owned subsidiaries of Amoco Corporation Rev 6 94 6