Nuclear Fuel Complex Tender
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Nuclear Fuel Complex - NFC Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date24 Sep 2022
Closing Date4 Nov 2022
Tender Amount₹ 4,75,00,000
Costs
EMD
₹ 9,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_NFC_714176_1Bid Award Id
ViewTender No
C/1282/2022Tender Authority
Nuclear Fuel Complex ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
Excavation in TRENCHES for pipes, sewers, etc in all soils except soft and hard rock from average ground level including dewatering if necessary, dressing bottom to required level, profile/slope, back filling in trenches with selected excavated materials in layers not exceeding 250 mm, consolidating, leveling, clearing of all the areas involving excavation of all grass,rank vegetation, shrubs,bushes,cutting of trees upto 300mm grith measured at 1.0 mtr above ground level disposing the spoil within a distance of 50m for ,storm water drains, electrical cables trenches etc.,
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a) Upto 1.50 m depth from average ground level for
120
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b) Above 1.50 m to 3.00 m depth from average ground level.
32
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Felling down carefully trees of girth (measured at a height of 1.0m above ground level) as mentioned below including necessary excavation, removal / destruction of roots, filling the excavated pockets thus formed with good earth, compacting the same, cutting the trunks and branches of trees into suitable pieces for transporting, transporting, stacking and disposing the same at the locations as directed by Engineer – in – Charge, etc., complete.
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Beyond 60 cm girth upto and including 120 cm girth
5
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Beyond 120 cm girth upto and including 240 cm girth
6
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Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared etc. complete as specified and directed.
2000
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Providing centering and shuttering using steel shuttering plates at all depths and heights below and above plinth level, vertical, horizontal, inclined including strutting, propping using steel pipes/acro stagging, removal, cleaning of the same for insitu reinforced cement concrete and in plain cement concrete work as required including chamfers, splays, keys, wedges, nails, bracings, brackets and applying one coat of shuttering oil on all shuttering surfaces coming in contact with concrete etc., complete as directed for Foundation, pedestals, plinth beams, etc.,
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a) Below and Upto Finish Floor Level
850
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b) Above Finish Floor Level
300
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Lead charges upto 1KM or part thereof for additional lead over the initial lead of 50 m by mechanical transport, including loading, unloading, stacking, the disposable soil, rock , other unserviceable materials etc., Note: Measurement of lead charges will be based on truck measurement with a deduction of voids @20% and 50% for rock
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a) for soil and fine materials
180
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b) for rock, RR masoary , debris etc
240
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Granular Sub base with Coarse Graded Material (Construction of granular sub-base by providing close graded Material conforming to specifications mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge)- With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
540
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Plain Cement Concrete 1:3:6 using Portland Pozzolana Cement conforming to IS 1489 Part-1 (M/s. ACC, Ultra Tech, Ambuja, Birla make) with crushed stone sand and graded stone aggregates of 20mm maximum size at all depths/heights below/above plinth level including consolidation, finishing smooth/broom finish as applicable, curing, etc., but excluding Formwork, complete as specified and directed.
585
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Reinforced Cement Concrete by insitu mixing by WEIGH BATCHING or RMC of Ultra Tech, Birla Ready Mix make of Grade M - 30 (Minimum Cement Content – 330Kg/Cum) using Portland Pozzolana Cement conforming to IS 1489 (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd., KCP make) with graded stone aggregate of 20mm maximum size and sand at and at all depths and heights including mixing with superplasticizer of make M/s. Fosroc, Demech, Huntsman, Pidilite, Sunanda Chemicals, Agro Chemicals, MBT in proportion as per manufacturer’s Specifications, conveying / pumping / placing at all depths / heights below / above plinth level, consolidation, finishing as specified, curing, etc., including providing and placing cover blocks of required sizes in cement mortar 1:1, etc., but excluding Formwork and Steel Reinforcement complete as specified and directed. NOTE:-The concrete of RCC of any grade if it is insitu (site mix) the sand to be used shall be River sand. In case of RMC, the manufactured sand. The blended cement i.e., PPC shall not have more than 35% of pozzolanas.
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a) Below FFL
320
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b) Above FFL
350
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Extra for providing & mixing alkali resistant glass fibres with high zirconium content in concrete. as per the manufacturer's specifications complete as specified and directed by Engineer-in-charge.
250
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Casting and fixing in position precast reinforced cement concrete covers of required size in RCC M-25 insitu mixing BY WEIGH BATCHER using Portland Slag Cement conforming to conforming to IS 455 Latest Edition (M/s. ACC, Ultra Tech,Chettinadu, Coramandal, KCP) , crushed sand , graded stone aggregate of 10 mm maximum size at and at all depths and heights below and above plinth level including mixing superplastizer (M/s. Fosroc, Demach, Huntsman, Pedilite, Sunanda Chemicals, Agro Chemicals, MBT) in proportion as per manufacturer’s specifications including necessary shuttering, providing and fixing cover blocks of required sizes, consolidation finishing as specified, curing, making casting yard and curing tank, stacking carefully at casting yard and transporting to the site of use placing in position as shown in drawings, aligning, leveling, making good all the damaged surfaces etc., complete as directed for covers for storm water drains/trenches with and without holes. NOTE:- GGBS Pozzalanas should not be more than 50 % of weight of cement specified in the code and is of mixed at cement manufacture unit only
108
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Supply, Fabrication and Erection of Structural Steel work using Rolled Steel Joists, Beams, Channels, Plates, etc., at all levels above and below plinth level including supplying of steel sections and plates conforming to BIS 2062 of make Vizag Steel, Tata, SAIL, Jindal Ispat or any other approved manufacturer using ingots of above manufacturer make, loading, unloading, transporting the steel to site of work, cutting, fabricating using welding/bolts, using weld rods of make D&H, Advani, Philips or its approved equivalent and/or bolts and nuts from approved source, erecting using derricks/pulleys/cranes or any suitable means, fixing in position and painting with one coat of approved red oxide zinc chromate primer and two coats of Synthetic Enamel paint as per manufacturers Specifications of make Asian Paint, Berger, Johnson and Nickelson, Nerolac, cleaning the sections /plates by suitable means, etc., complete as directed by the Engineer-in-Charge.
-
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a) For Rolled steel sections
6
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b) For plain plates/chequered plates.
4.5
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Painting steel surfaces with one coat of zinc chromate primer and two coats of synthetic enamel paint Asian, Pidilite, Johnson & Nicklson, Nerolac, berger, of approved shade including preparing surfaces, cleaning, sand papering, including applying and filling crevices or wherever required suitable filler etc, scaffolding, cleaning, etc., complete.
400
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-
Supplying, fabricating, erecting and fixing in position, foundation bolts using MS rounds of make M/s Tata, Vizag Steel, Jindal or approved equivalent conforming to IS 432 and suitable nuts and plain washers including threading, placing in position in concrete in level using template, providing grease and protective cover like covering with polyethelene sheet to bolts and nuts to correct levels ,etc complete and as directed by EIC.
0.2
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Providing and fixing in position Anchor Shells/Expansion shells of approved make of best quality of 16mm dia for anchoring supporting structural steel columns with necessary MS bolts of required size/length including drilling holes in RCC flooring, aligning bolts to position, proper level, Bolts,Washers Labour, etc., complete as directed.
150
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Supplying , Fabrication and erection of Rain water gutters made to required shape using 6mm thick or as directed by Engineer-in-Charge MS plate conforming to IS 2062 of makes SAIL, Vizag Steel , Jindal or from any manufacturer's source making plate using ingots of above , including required bending and strightenning of sheet at all heights, cutting , welding (using welding rods of D & H , ADVANI , PHILIPS ) and other minor supporting structural members for Rain, Water Gutter etc. including painting with one coat of approved red oxide Zinc chromate primer and two coats of synthetic paint for steel surfaces, cleaning by approved means completed as specified and directed by Engineer-in-Charge.
0.5
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Providing and fixing MS wicketgate/ MS tubular gates single/ double leaves/wiket of required size along with or without wicket gate , comprising 38mm nb medium quality steel tube frame with 65x10mm thick MS flat for horizontal, vertical and diagonal stiffeners, including welding flat to frame work, supplying and fixing/welding 50mm square hard drawn steel wire fabric of Sl no.2 (50x50x3mm) conforming to IS 1566 of standard make or its approved equivalent with 20mmx3mm thick MS flat welded to frame and providing necessary heavy duty ball bearing side hung hinges, lugs, latches, locking arrangements, pipe inserts and other fittings and fixtures necessary for smooth operation of gates, providing and fixing/welding MS spikes of 12mm square bars at not more than 150c/c, as directed by Engineer in charge.
58
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Supply, fabrication and erection of Reinforcement bars for Reinforced cement concrete items at and at all depths and heights below and above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more conforming to IS 1786 of Tata, Vizag,Sail, JSW make, including transport to site, loading and unloading, making fan hooks of required shape, dowels for bonding masonry, transporting steel to site, decoiling, removing of scales, straightening, cutting, bending, fixing bars with chairs, space bars wherever required, in position with two strings of 18 gauge soft drawn annealed MS binding wire inclusive of its supply etc., complete as specified and directed.
40
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Supplying and fixing in position approved manual operated steel rolling shutters made from M.S. lathes of not less than 1.25 mm thick including supplying and fixing all necessary fixtures, fittings, top hood, guide channels, shutter suspension shaft not less than 6", ceiling strips providing approved quality of ball bearings, locking arrangements, handles, lugs, cutting, drilling necessary holes in concrete, grouting lugs with cement concrete 1:2:4, applying one shop coat of approved Zinc chromate primer and two coats of synthetic enamel paint complete as shown in the drawing and as directed (measurement for rolling shutters will be as per the structural openings, hoods shall not be measured separately).
40
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Structural steel work riveted, bolted or welded in built up sections, trusses, M.S tubes and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
85.5
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Providing and fixing CI gratings conforming to IS 1729 for rain water pipe entry mouths/filter bed, etc., including chasing making holes in existing masonry concrete surfaces, refilling with cement concrete 1:2:4 reinstating to the original conditions, painting with two coats of bitumastic paint, all in level and line complete as directed and specified for rain water mouths, filter bed.
15
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Providing and fixing pressed steel door frames and shutters, of profile-B conforming to IS:4351, with frame GI 1.20mm, shutter: GI 0.80 mm and width of 818 mm. Frame profile-100X57 mm including ball bearing butt hinge (SS 304 Grade), of size 100X75X3 mm with screws, Mortise sash lock ( H9-GU-BKS 2160,65 BS/72/9mm), Euro profile 5 pin Cylinder 5702, 70 mm Key, lever handle LT 001, 19 dia with roses & escutheion ( SS 304) including painting as and a opening of 300X300 with required glass on door for vision if required and as directed by Engineer- in-charge
12
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Supplying and fixing to wooden doors /steel doors/aluminium partitions at all heights above plinth level approved anodized extruded aluminium handles with round grip and face plate conforming to relevant IS specifications and with ISI marking ‘Classic’/JYOTHI or approved equivalent and of size 125 mm (grip) with approved cadmium plated screws of appropriate size etc., complete as directed.
18
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Supplying and fixing to wooden doors /steel doors/aluminium partitions at and at all heights above plinth level approved 6 lever cylindrical mortice locks of Godrej /Everite make or approved equivalent make comprising brass body and all parts including sticking plates made of brass, stainless steel keys in duplicate, a pair of mortice lock handles of approved pattern of Godrej make or its approved equivalent make with approved cadmium plated brass screws of appropriate size etc., complete as directed to suit single/double shutters for all doors of guest house including toilets and all doors of quarters except toiliet & utility doors of quarters
12
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GI pipe hand rail made out of 32 mm /25 mm nominal bore GI pipes (Jindal, Tata or equivalent) of medium quality conforming to IS 1239, 32 mm n.b. as top fabricated horizontal and vertical members and 25 mm nominal bore as middle and /bottom horizontal members at and at all heights above plinth level, cut to size and shape including necessary bends, tees or with welding as required and fixed in position by grouting or by welding to insert plates provided etc., complete, painting with a coat of approved primer comparable to receive polyurethane paint, etc., complete as specified and directed. (For type B)
750
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Providing and fixing G.I. chain link fabric fencing, made of G.I. wire of dia 4 mm encaptulated with PVC ( final dia not less than 5mm) of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge for GH.
650
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Cement concrete flooring of 40 mm thick 1:2:4 (1 cement : 2 coarse Msand : 4 graded stone aggregate) with 6mm thick nominal stone aggregate finished with a floating coat of neat cement, including cement slurry, including the cost of nosing of steps complete as directed by Engineer-in-charge.
350
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Vacuum dewatering of concrete using vacuum dewater technique for evaporation by way of removing the excess water using rigid or flexible suction mat incorporation filler layers and vacuum filler layers and vacuum generator (80% to 90% vacuum is to be applied at the rate of 3 to 5 minutes per 25mm depth ), finishing with power trowel to get smooth finish all as per specifications, drawings and directions of the Engineer-in-charge for grade slab.
800
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Providing over RCC flooring when concrete is in green condition, finishing top with hard finishing coat using non – metallic floor hardener of Chhabdur or Hardtop or any other equivalent from M/s. Fosroc, STP, Demach, Huntsman, Pedilite, Sunanda Chemicals, Agro Chemicals, MBT of approved quality and make at spread rate of 7Kg/Sqm or as specified by manufacturer for heavy duty floor finish including spreading after vacuum dewatering, ramming, consolidation, finishing smooth using power trowel to required levels or slope as specified, curing, etc., complete as specified and directed with vacuum dewatering
800
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Brick work using flyash bricks of class designation 7.5 conforming to IS12894 using cement mortar 1:6 (1 cement :6 using crushed stone sand of grade conforming to BIS 2116 ) at all depths and heights below and above plinth level including pilasters, steel / tubular scaffolding, raking out joints, curing etc., complete as per specifications and as directed in super structure.
200
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Half brick masonry using fly ash cement bricks as of 7.5 grade in partition walls in cement mortar 1:4 using crushed sand of grade conforming to BIS 2116 at all depths and heights below and above plinth level including scaffolding, raking out joints, curing, etc., complete including providing stiffeners of reinforced cement concrete 1:2:4, 115 mm x 75 mm size at every 900 mm height, necessary formwork, curing, etc., complete as per specifications and as directed but excluding reinforcement.
100
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Cement plastering 15 mm thick for internal walls in cement mortar 1:4 finished smooth and at all heights above plinth level over brick walls or concrete surfaces including making necessary grooves in between junctions of brick masonry and RCC and also other places wherever required over brick walls or concrete surface, preparation of surface, structural grooves if necessary, steel/tubular scaffolding, curing, etc., complete as directed.
400
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Cement plastering 6 mm thick for ceiling with cement mortar 1:3 (1 cement :3 river sand) finished smooth finish with including hacking of concrete surfaces, preparation of surface, steel/tubular scaffolding, curing, etc., complete as directed.
180
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-
Cement plastering using white cement based polymer modified self curing mortar of adequate thickness finished smooth finish with including hacking of concrete surfaces, preparation of surface, steel/tubular scaffolding, curing, etc., complete as directed by Engineer-In-Charge
180
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Cement plastering 20 mm thick in 2 coats over masonary and concrete surfaces upto a height of 10 mtr with base coat of 12 mm thickness in cement mortar 1:4 and finishing coat of 8mm thickness in cement mortar 1:3 (smooth finish), final rendering,double scaffolding wherever necessary ,hacking of concrete surfaces, etc complete.
240
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-
Supplying and fixing Fibre Reinforcd Cement Corrugated sheets, 6mm thick of Charminar/ Visakha/ everest make conforming to IS 459 and laying as per IS 3007 at various elevations using necessary safety nets. Roof walk ladders and other standard safety devices including all overlaps, mitring, Supplying and fixing necessary 8mm dia galvanized and polymer coated 'J' or 'L' hooks/bolts of required lenght, bolts, nuts and EBDM washers as per manufactures code of Practice and cutting the sheets as required etc., complete all as directed by Engineer-in-Charge.
750
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Providing and fixing in position approved quality weather tight accessories such as ridge place (PAIR), in required shape and profile made of fibre reinforced cement including neessary cutting, profiling, sealants, flat iron buckets, EPDM/beadings etc all complete in accordance with approved manufacture's standard practice using all appropriate safety devises as directed by Engineer-in-
Charge.
85
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-
Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the Zequired duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.
400
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Transportation of damaged ACsheets, gutters, ridges and debris etc., generated from above items by engaging tractor trolley including cost of fuel, wages of driver and required manpower for loading, transporting upto a lead of 2.0KM,, unloading and stacking, material in the place shown by engineer-in-charge etc., complete as directed.( Note : The size of tractor trolly shall not be less than 3.0mX1.9mX0.45m) payment shall be made for each trip.
30
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-
Transportation of dismantled/ removed damaged fiber reinforced cement corrugated sheets, FRP sheets, gutters, ridges etc. generated including loading, transportation out of NFC and to be disposed off through a Municipal Solid Waste management agency/ establishment, Ramkey or M/s HMEP or any approved licensec agency and disposed off in safe manner as per CPCB norms and providing a certificate to this extent.
15
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-
Cleaning the fiber reinforced cement corrugated sheet/RCC/MS rain water Gutters of various sizes at all elevations above plinth level including conveying , lifting water to the required elevation, pouring in to rainwater down take pipes, poking and clearing the choke if any, collecting dry leaves, waste etc. which were accumulated over the gutters and conveying all the debris upto a lead of 100 metres placing in heaps at the places shown and as directed by Engineer-incharge.
100
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-
Providing corrosion resistant treatment to floors and wall by bitumen primer conforming to IS 158 with chemical resistant unpolished vitrified tiles of required thickness mentioned below confirming to IS:4457 (Endura of M/s.. H & R Johnson India limited) to resist corrosion action of nitric acid (HNO3) up to 60% concentration, caustic tlie 40% concentration and organic solvents (also to water in open areas which requires acid resistant polyester mortar) including preparing the surfaces, hacking and cleaning etc. complete as per specifications and as per IS 4457 : Latest Edition and as directed by engineer-in-charge to suit the above requirements and the thickness as mentioned below as per by manufacturer's recommendations, relevant standards and as directed by engineer-in-charge.
-
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20 mm thick tiles of approved size and shade using CNCL bedding mortar and pointing the joints using Furane as per specified in IS:4832.
100
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12 mm thick tiles of approved size and shade using CNCL bedding mortar and pointing the joints using Furane as per specified in IS:4832.
120
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-
Providing and applying 12 mm thick readymade bitumastic confirming to is: 9510 with proper heating and mixing for protective coating on concrete floor at 20 kg/sq. over one coat of bitumen primer confirming to IS: 758 below acid resistant brick/tile lining including through washing and cleaning of concrete surfaces, air drying complete as per specifications and as directed by engineerin-charge.
120
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-
Providing corrosion resistant treatment to the floors, skirting and pedestals with acid resistant bricks of size 230x115x38 mm thick as per IS :4800 to resist corrosion action of nitric acid (HNO3) up to 60% concentration, caustic lie 40% concentration and organic solvents using potassium silicate bedding mortar as per IS:4832,curing the joints using carbon filled Sulphur cement including preparing the surfaces, cleaning etc. complete as per specifications and as per latest version of IS:4800 and as directed by engineer-in-charge to suit the above requirements and the thickness as mentioned as per by manufacturer's recommendations, relevant standards and as directed by engineerin-charge.
100
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-
Repairing the existing acid resistant tile/brick lining joints by removing the damaged pointing and filler to the full depth of the tile, cleaning, preparing the joint with potassium silicate mortar, sealing the joint using carbon filled sulphur cement complete all as directed by engineer-in-charge.
200
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-
Supplying and fixing in position at all floors integrated bronze anodised matt finished [15 micron thick], aluminium section [extruded] for aluminium Doors / windows (sliding/movable) /mesh windows /ventilators/ top hung/ fixed / grill/ adjustable louvered/ windows/ fixed partitions as per drawing of approved manufactures with extruded sections of Jindal / Indal / Aluminax make using sections with size and weights as shown in the drawing, for frames and shutters [including wastages if any] conforming to relevant I.S specifications with all approved Bronze anodised aluminium fittings and accessories, locking arrangements, 2 / 3 rollers with ball bearings for sliding shutters of approved quality all as shown in the drawing, including providing and fixing aluminium channel beading / glazing clips fixed with necessary bronze anodised screws, grouting the gap with filler of thermocole beading /polymer variety & GE sealant etc. all complete generally as per drawings, specifications etc., all as directed by Engineer in charge. but excluding the cost of glazing, which will be paid separately. NOTE: Approval of the Dept. for the complete design and shop drawing shall be obtained before commencement of the work.
1650
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-
Providing and fixing glazing with 4 mm thick plain float glass of approved quality (Atul, Modiguard, Triveni, Hindustan Pilkington) including PVC/EPDM lining as per the drawing and as directed for window shutters and ventilators.
150
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-
Pre-laminated particle board with decorative lamination on both sides, Grade I, Type II, IS:12823 marked
150
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-
Providing and fixing 110 mm n.b.un-plasticised PVC rain water pipes with necessary PVC clamps and wooden gutties of approved make conforming to IS: 13592 type ‘A’with injection moulded fittings jointing with approved synthetic adhesive seal rings conforming to IS: 5382 embedding the slab junctions leakproof testing complete in line, level and plumb all as directed.
50
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-
Extra for adding "EPCO KP-200" of Krishna Conchem Products Pvt. Ltd. or its approved equivalent corrosion inhibiting admixture to the concrete at the rate 2 kgs per cubic meter of concrete or as specified by the manufacturer This admixture is to be added into wet concrete during mixing operation as per the manufacturer’s specifications and as directed.
300
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-
CHIPPING & CLEANING OF SURFACE AND DERUSTING OF STEEL :- Chipping of deteriorated /distressed loose particles of concrete by gentle chipping until to achieve sound subtrate of concrete . Smooth Concrete surface if any shall be roughened by hacking followed by wire brushing and air/ water jet cleaning including Cleaning of corroded reinforcement with wire brush & sand paper . The concrete around the reinforcement shall be scrapped to remove the loose material/corrosion products and applying rust removal, cleaning & etching agent of M/s Fosroc or approved equivalent etc. complete as per manufacturer specification and as specified by EIC etc. complete as specified and directed . Note :- Necessary care/protective measures for protection of floor tiles/ office equipments/ furniture shall be in the scope of contractor and any damage shall be rectified/repaired at no extra cost to the department.
200
-
-
ACRYLIC BASED LONG LASTING CORROSION PREVENTIVE COATING :-Providing & Application of single component corrosion preventive coating for exposed reinforcement and steel structures and bridging the cracks upto 0.5 mm by forming a flexible film which resists U.V.Rays, Acids, Salts, Oxidizing agents, moisture, fungus etc, using Roofguard AC or approved equivalent by Pidilite / Fosroc as per manufacturer's instructions and as directed by Engineer-in-charge.
200
-
-
EPOXY BASED CONCRETE BONDING AGENT :- Supplying and application of Epoxy based concrete bonding agent ( Manufactred by Fosroc, Sika, Pidilite, STP, BASF, Eassar ACC) having coverage 2.20 sqm/kg or as per manufactrer's specification and as directed by Engineer-In-Charge.
200
-
-
SPECIALIZED SHOTCRETE TREATMENT TO CEILING:- a) Fabricating and installing 50x50x3 mm weld mesh to the ceiling along with additional reinforcement if any required in case if loss of cross section of reinforcement is more than 20% b) Application of one coat of high power acrylic penetrative spray coat with sprayer of make Fosroc/ Pidilite or approved equivalent mixing with cement at 1:1 ratio and applying 500 grams of mix per sqm . c)Immediately after acrylic penetrating spray coat, providing 30 mm thick shortcreting in two layers with neat finish using M-25 grade concrete with max aggregate size of 10mm and mixing with high strength acrylic blended accelerating compound of M/s Fosroc/Pidilite/ Sika or approved equivalent as per manufacturer specification . d) Providing and applying one coat of concrete curing compound of M/s Fosroc/Pidilite/ Sika or approved equivalent as per manufacturer specificaton complete as specified and directed.
100
-
-
PU PAINT OVER EPOXY PRIMER :-Applying two coats of two component, high build, self priming, rust encapsulating, modified epoxy coating of DFT 100 microns for each coat using “Rust-O-cap” metacare coating of Asian paints/ Dekgaurd EP 302 of fosroc, over which one finishing coat of aliphatic polyurethane coating of DFT 30 microns using APCOTHANE CF 675 of Asian paints or Dekgaurd PU of Fosroc to existing steel / concrete structures at all elevations in various locations including required surface preparation and substrate condition as per the manufacturer’s recommendations
200
-
-
Providing specialized grouting as per the following sequence complete and as directed by Engineer-in-charge. (a) Indentifying the areas of leakage/damage by approved means (b) Pressure grouting the area by nozzle grouting with 140 PSI grout pump witrh cement slurry and mixing with specialized Crystallization compund of M/s. Fosroc / Pidilite or equivalent approved make. A minimum of one grout point per 1 sq.m floor area. ( c ) Cutting "V" grooves along the cracks observed in RCC walls, cleaning thoroughly the grooves and filling the same with PU / Epoxy sealant of approved. (d) Providing and application of one coat of SBR Latex based Acrylic polymer bounding agent of Fosroc / Pidilite or equivalent approved make mixed with cement as per manufacturers specification. Note :- Item will be opearted if required.
50
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-
Providing water proofing treatment to the roof/gutter or any other required surface with cold applied, Acrylic Elastomeric liquid membrane coating over one coat of crystallization coating system Pidilite /Fosroc in the following sequence: a) Cleaning the surfaces from dirt, dust and other contaminations. b) Identifying the areas of leakage by approved means. c) Pressure grouting the area of leakage with cement slurry admixed with expansive grouting additive Conbex 100 of M/s
Armstrong or its approved equivalent at a minimum one grout point per 2 Sqm slab area. d) Exposing, cleaning and filling cracks observed in RCC slab/any concrete surface with polymer modified mortar compound/PU sealant. e) Cutting 'V' grooves along concrete and masonry junctions and filling the same with single part Polyurethane sealant,. f) Pre wetting the surface of slab and application of one coat ofcrystallization coating system Xypex / Roofex@ 0.25 lt. /Sqm. g) Applying two coats of high soild, cold applied, Acrylic Elastomeric liquid membrane coating as primer coat at 1:1
dilution@ 250 ml/sqm/coat and 1st coat at 20% dilution @450ml/sqm/coat. h) Laying Fiber mesh on the surface. i) Over the Fiber mesh, Application of two coats of high solid,cold applied, Acrylic Elastomeric liquid membrane coating at 20% dilution @ 450 ml/sq.m/coat, all as per approved manufacturer’s specifications and as directed by Engineer in Charge.
750
-
-
Water proof plaster in cement mortar 1:3 ,with waterproofing compound make of ( M/s Fosroc , MBT, Sika, Sunanada Chemicals etc.) @ 2% by weight of cement including scaffolding, curing, hacking of concrete surfaces etc. Complete a) 15 MM thk for underground drains etc.
150
-
-
Providing cement based waterproofing treatment to the sunken floor of water closets, bath rooms, nahanis from inside at all heights above plinth level/ lift area giving injections to the concrete surface as required with cement and approved waterproofing compound solution to fill up all inherent holes, voids, honey-combs, etc., in the concrete, applying waterproof plaster of about 25 mm thick for the floor area of the depression and about 18 mm on the side walls of the depression and continue the vertical treatment if necessary on the walls above proposed floor finish with making surface suitable and even to receive tiles, testing the treatment for water tightness by impounding water for 7 days etc., complete.
75
-
-
Providing and laying Premium Double charged vitrified tile polished finish of size of Tile 600 x 1200 mm using 10mm thick tiles of 1st quality, non-skid, matt finish and non slipperry, double charged , of make Khajharia,Johnson, Somani and Rak s or equivalent approved make with water absorption less than 0.08% and conforming to S:15622, in all colours and shade, jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc.
Note:-
i) Quoted rate shall include extra adhesive required to match the water proofing plaster if any to maintain the lines
and plumb of dado.
ii) The quoted rate shall include border / combination of tiles as instructed by the Engineer in Charge
iii)The sizes of tiles mentioned are approximate and subject to the availability in market during execution. If the
required size is not available the next higher size of tiles shall be used without any extra cost to the Department. The
tenderer may note the same and quote accordingly.
iv)No Spacer should be placed . Do grouting with matching adhesive.
-
-
-
a) In flooring with rustic/matt finished 600X1200mm of double charged vitrified tile in Flooring with cement based high polymer modified quickset adhesive (Water based) conforming to IS: 15477, in adequate thickness as required at site of make MYK Laticate,Mapei,Dr.Fixit,RAF or equivalent approved make.
1200
-
-
In skirting/dado of size 600X1200mm tile with cement based high polymer modified quickset adhesive (Water based) conforming to IS: 15477,in adequate thickness as required at site of make MYK Laticate,Mapei,Dr.Fixit,RAF or equivalent approved make.
200
-
-
Providing and laying Double charged vitrified tile polished finish of size of Tile 600 x 600 mm in floor using 10mm thick tiles of 1st quality, non-skid, matt finish and non slipperry, double charged , of make Khajharia,Johnson,Somani and Rak s or equivalent approved make with water absorption less than 0.08% and conforming to S:15622,in all colours and shade, jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc.
Note:
i) Quoted rate shall include extra adhesive required to match the water proofing plaster if any to maintain the lines
and plumb of dado.
ii) The quoted rate shall include border / combination of tiles as instructed by the Engineer in Charge
iii)The sizes of tiles mentioned are approximate and subject to the availability in market during execution. If the required size is not available the next higher size of tiles shall be used without any extra cost to the Department. The tenderer may note the same and quote accordingly.
iv)No Spacer should be placed . Do grouting with matching adhesive.
-
-
-
a) In flooring with rustic/matt finished 600X600mm of double charged vitrified tile of make Somany/Kajari or approved equivalent laid with Flooring with cement based high polymer modified quickset adhesive (Water based) conforming to IS: 15477, in adequate thickness as required at site of make MYK Laticate,Mapei,Dr.Fixit,RAF or equivalent approved make.
225
-
-
In skirting/dado of size 600X600mm tile with cement based high polymer modified quickset adhesive (Water based) conforming to IS: 15477,in adequate thickness as required at site of make MYK Laticate,Mapei,Dr.Fixit,RAF or equivalent approved make.
125
-
-
Hacking the existing cement, concrete floor surface at an average of 5 to 7 indentation of 3 to 5 mm deep per 50 sqcm with hacking hammers or chisels, cleaning the aears, disposing the debris within a lead of 50 m etc., complete.
600
-
-
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut Granite stone for treads/ risers /steps / ramps /wall of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.
100
-
-
Providing nosing and groove cutting (3 Nos. Parallel Groove throughout the length for each step) for treads to stones like marble, granite and kota etc to the required shape etc. complete as specified and directed
200
-
-
Providing and applying white cement based putty in two coats with average thickness not less than 1 mm, of Birla make or any other approved manufacturer, over the plastered wall surface (external/internal) to prepare the surface even and smooth complete.
10000
-
-
Painting with 3 coats of Acrylic emulsion paint (including primer) interior grade of tractor emulsion of Asian make or equivalent quality of /Berger/Nerolac makes of first quality and required shade over walls, ceilings etc.,(interior paint) including scaffolding upto height of 10 m, removing whitewash/color wash/old paint, if any, by scrapping with scrubbing machine, sand papering, preparing the surface smooth including necessary repairs to scratches, filling in crevices, holes and cracks etc., with approved filler etc., complete all as specified and directed.
10000
-
-
Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives - Ultima of Asian paint or equivalent. New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.
5000
-
-
Providing and filling cracks acrylic latex flexible crack filler compound " Dr. Fixit Crack -X " by Pidilite Industries for filling plaster cracks in internal and external walls as per manufacturers specifications and as directed by Engineer-in-Charge at all height inluding required scaffolding.
250
-
-
Painting wooden surfaces with one coat of wood primer and two coats of synthetic enamel paint Asian, Pidilite, Johnson & Nicklson, Nerolac, berger, of approved shade including preparing surfaces, cleaning, sand papering, including applying and filling crevices or wherever required suitable filler etc, scaffolding, cleaning, etc., complete.
250
-
-
Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main’T’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross ‘T’ of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main ‘T’ runners to be suspended from ceiling using GI. Slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50mm long dash fasteners, 4 mm GI. Adjustable rods with galvanised steelk level clips of size 85x30x0.8 mm, spaced at 1200 mm centre to centre along main 'T', bottom exposed with 24 mm of all 'T' sections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge.
550
-
-
Providing and fixing factory made uPVC white colour sliding glazed two track two panels sliding window made of (small series) frame 52 x 44 mm &sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. Window dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge.
20
-
-
Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality,all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.
-
-
-
Casement window single panel with S.S. friction hinges (300 x 19 x 1.9 mm), made of (small series) frame 47 x 50 mm & sash 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glass pane glazing bead of appropriate dimension.
80
-
-
Casement window double panels with S.S. friction hinges (300 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension.
40
-
-
Providing and fixing factory made uPVC white colour fixed glazed windows/ventilators comprising of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), , uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.
-
-
-
Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension.
50
-
-
Removing existing wooden/steel /aluminium doors, windows, ventilators etc., including shutters, frames architraves, holdfasts etc., very carefully without damaging the frame shutters glass, etc., and transporintg the dismantled doors, windows, ventilators immediately to the departmnetal stores within NFC premises cleaning, disposing of unserviceable materials within a lead of 50 mts complete as directed
-
-
-
Area 3 sq. metres and below
250
-
-
Area beyond 3 sq. metres
35
-
-
Providing and fixing factory made single extruded WPC ( Wood polymer Composite ) solid door/window/ceosetory windows & other FRAMES / CHOWKHAT comprising of virgin PVC polymer of K value 58-60 ( Suspension Grade ), calcium carbonate and natural fibers ( wood powder / rice husk / wheat husk ) and non toxic additives ( maximum toxicity index of 12 for 100 gms ) fabricated with miter joints after applying PVC solvent cement screwed with full body threaded star headed SS screws having minimum frame density of 750kg/cum , screw withdrawal strength of 2200N (Face ) & 1100 N ( Edge ) , Modulus of Elasticity 900 N/mm2 and resistance to spread of flame of Class A Category with property of being termite/borer proof, water / moisture proof and fire retardent and fixed in position with M.S hold fast / lugs / SS dash fastners of required dia and length complete as per direction of Engineer in Charge. ( M.S hold fast / lugs or SS dash fastners shall be paid for separately). Note : For WPC solid door/window frames , minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made.
-
-
-
Frame Size 65 x 100 mm
10
-
-
Providing and fixing factory made single extruded wpc ( Wood polymer Composite ) solid decorative type flush door shutter of required size comprising of virgin PVC polymer of K value 58-60 ( Suspension Grade ), calcium carbonate and natural fibers ( wood powder / rice husk / wheat husk ) and non toxic additives ( maximum toxicity index of 12 for 100 gms ) having minimum frame density of 650kg/cum , screw withdrawal strength of 1800N (Face ) & 900 N ( Edge ) , Minimum compressive strength of 2200 N ( Face ) & 1100 N ( Edge ) , Modulus of Elasticity 900 N/mm2 and resistance to spread of flame of Class A Category with property of being termite/borer proof, water / moisture proof and fire retardent. WPC is to be laminated with pvc foil of minimum 14 microns , thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with neccessary full body threaded star headed counter sunk S.S Screws, all as per direction of engineer in Charge. ( Note : stainless steel butt hinges and necessary S.S screws shall be paid separately).
-
-
-
35 mm Thick
12
-
-
Supplying and fixing at and at all heights above plinth level hydraulic door closures of ‘EVERITE’/Godrej make or approved equivalent confirming to IS 3564 with all fixtures, fittings and approved screws of appropriate size etc., complete as directed. for GH
10
-
-
Supplying only approved anodized extruded aluminium heavy quality butt hinges generally conforming to IS specifications CLASSIC, JYOTHI make or approved equivalent make) of size100X75X4mm with cadmium plated wood screws of appropriate size etc., complete as directed for doors etc.
15
-
-
Supplying and fixing to doors at and at all heights above plinth level approved best quality anodized extruded aluminium hanging floor door stopper (twin rubber stopper) with rubber cushion (anodic coating not less than grade AC 10 as per IS 1868))transparent or dyed to required colour and shade, with necessary screws etc., complete for twin rubber stopper for all doors except toilet doors of quarters.
15
-
-
Supplying and fixing to wooden doors/steel doors/aluminium partitions etc. and at all heights above plinth level approved anodized extruded aluminium tower bolts conforming to relevant IS specifications (‘Classic’ or its approved equivalent) with approved cadmium plated brass screws of appropriate size etc., complete as directed.
-
-
-
a) using 250 mm long
15
-
-
Supplying, lowering, laying below mentioned nominal bore RCC SPUN PIPES (Class NP4) conforming to IS:458 with necessary collars, laid to correct grade, slope and level at and at all depths below plinth level including cutting to lengths, jointing with hemp yarn and Cement Mortar 1:2, caulking the joints, finishing, curing, etc., complete as specified and directed.
-
-
-
100 mm dia RCC pipe
15
-
-
150 mm dia. R.C.C. pipe
12
-
-
300 mm dia. R.C.C. pipe
15
-
-
Random rubble stone masonry using approved local stones in foundations/pedestals etc and plinth at and at all depths below/above finished floor level in cement mortar 1:6 (1 cement :6 using crushed stone sand of grade conforming to BIS 2116) including simultaneous flush pointing with the same mortar, bond stones, curing, etc., using crushed stone sand of grade conforming to BIS 2116, complete as specified and directed.
50
-
-
Supplying and application in the works as per the requirement where ever required the following construction chemicals ( Manufactred by Fosroc, Sika, Pidilite, STP, BASF, Eassar ACC) as per manufactrer's specification and as directed by Engineer-In-Charge.
-
-
-
Micro Concrete
1250
-
-
Metallic Floor Hardener
60
-
-
Epoxy based concrete bonding agent
100
-
-
Cutting the existing RCC slab/Floor/Road including the existing floor finish if present using diamond floor saw/cutter neatly to the required length, shape, size up to a depth of 200 mm without damaging/distrubing the adjoining areas complete all as directed by EIC.
50
-
-
Removing the wooden door shutter from door frame, including carefully disconnecting of hinges and door closer from the shutter, removing the door stopper, cutting the door shutter from below as per the available height of door frame after tiling in the room, refixing of the door shutter to the door frame and connecting the hinges, door closer and door stopper with the door shutter, complete as directed by Engineer-in-charge.
10
-
-
Transportation of removed damaged/corroded doors, windows and clerestory windows (steel /aluminium/ wood) shutter including chowkhats,architrave, holdfasts etc., carriage of debris by engaging tractor trolley including cost of fuel, wages of driver and required manpower for loading, transporting up to a lead of 2.0 KM, unloading and stacking in the placed shown by Engineer-in-Charge complete as directed.Note: The size of tractor trolley shall not be less than 3.00 m x 1.90 m x 0.80 m.
5
-
-
Removing carefully existing chainlink fabric from angle iron posts and struts by removing hook bolts, nuts, etc, straightening GI rods (vertical as well as horizontals) etc., rolling back the removed chainlink, collecting hooks, bolts and nuts, stacking including cutting of iron angle posts, dismantling of PCC pedestals, transporting the materials to Departmental stores etc., complete as directed by Engineer-in-charge. Note: Area of the chain link fabric will be measured for payment.
650
-
-
Removing the existing broken/cracked A.C. roofing Sheets,ridges, hips, vallys, gutters, FRP roofing sheets etc., including G.I. Bolts, Nuts, washers and bitumen washers etc. carefully including required scaffolding and stacking the materials at a lead of 1.0 km as directed by Engineer-in- charge.
700
-
-
Dismantling/breaking the existing plain cement concrete surfaces carefully in flooring, ramp etc. to the required size, using pneumatic cutters or any approved means including disposing of debris within a distance of 50 m etc., complete as specified and directed.
80
-
-
Dismantling very carefully the existing reinforced cement concrete at all depths and heights below and above plinth level using pneumatic cutters or any approved means including cutting the reinforcement and transporting bars to departmental stores disposing the debris within the lead of 50 m complete as specified and directed
100
-
-
DISMANTLING THE Acid tile/ceramic tile/vitrified tile etc. including dismantling of bedding mortar, stacking of materials within 50 metres lead and disposing of debris within 50 m lead. etc., complete as specified and directed.
700
-
-
DISMANTLING OLD PLASTER OR SKIRTING, raking out joints and cleaning the surfaces for plaster including scaffolding, disposal of debris to the dumping ground within 50 metres lead. etc., complete as specified and directed.
400
-
-
Dismantling very carefully the existing Brick masonry in cement motor with plastering on both sides very carefully at depths/heights above/below plinth level by suitable methods including erection of suitable scaffolding, stacking of useful materials and disposing the unserviceable debris within the lead of 50m, etc., complete as specified and directed.
50
-
-
Dismantling the existing MS tubular gate including cutting the steel posts / removing hold fasts from wall staking and handing over useful materials to departmental stores,disposing the unserviciable debris wiyhin the lead of 50m, etc., complete as specified.
40
-
-
Dismantling very carefully the existing structural steel work at all levels in MS structural sections like angles, channels, MS plain/chequered plates, flats, etc., including scaffolding, cutting of structural steel members by gas cutters or by any approved method, removing the nuts, bolts etc., as required, lowering stacking the reusable material at site and transporting the material to Departmental stores etc., complete as directed
3000
-
-
Dismantling very carefully the existing RR masonry in drain etc below/above FFL at all depths and heights including erection of suitable scaffolding, stacking of useful materials and disposing the the unserviceable debris within the lead of 50m etc., complete as specified and directed,
100
-
-
Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge
450
-
-
Dismantling manually/ by mechanical means the existing bituminous road upto required depth including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge .
15
-
-
Dismantling and stacking within 50 metres lead, T or L iron or pipe fencing posts or struts including all earth work and dismantling of concrete etc
10
-
-
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