Nuclear Fuel Complex has published Tender For Tool Room Shed - Civil, Structural Steel, Peb, Ph, Electrical And Other Auxiliary Works For Construction Of Proposed Tr Raw Material Storage Shed At Nfc, Hyderabad.Tender Notice No. C/1314/2023. Submission Date for this Tender is 17-07-2023. Shed Construction Tenders in hyderabad Telangana. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 08-Jul-2023 | Extension of Tender Dates | Date | 14-07-2023 |
| 2 | 14-Jul-2023 | Tender Dates Extended | Date | 17-07-2023 |
| 3 | 14-Jul-2023 | Clarification on BOQ | Other | 17-07-2023 |
| Sl. No. | Item Description |
| 1 | EARTHWORK : |
| 2 | Felling down carefully trees of girth (measured at a height of 1.0m above ground level) 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, transporting, stacking and disposing the same at the location as directed by Engineer – in – Charge. |
| 3 | a) Girth from 301 to 600mm. |
| 4 | b) Girth from 601 to 1200mm. |
| 5 | c) Girth from 1201mm and above. |
| 6 | Earth work excavation in foundations in all soils other than soft and hard rock upto 1.5m depth from average ground level, including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soils as directed, withina distance of 50 m etc., complete for foundations, plinth beam, strom water drain etc. |
| 7 | Earth work excavation in foundations in soft rock upto 1.5m depth from average ground level, including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soils as directed, withina distance of 50 m etc., complete for foundations, plinth beam, strom water drain etc. |
| 8 | Earth work excavation in foundations in Hard rock using wedging, chiselling or any approved method upto1.5m depth from average ground level, including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soils as directed, withina distance of 50 m etc., complete for foundations, plinth beam, strom water drain etc. |
| 9 | Excavation in TRENCHES for pipes, sewers,etc in all soils except soft and hard rockupto1.5m depth 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 treesupto 300mm grith measured at 1.0 mtr above ground leveldisposing the spoil within a distance of 50m for ,storm water drains, electrical cables trenches etc., |
| 10 | Filling available excavated earth ( excluding rock) inplinth , sides offoundation etc., in layers not exceeding 20cm in depth , consolidating each deposited layer by ramming and watering , lead upto 50m and lift upto 1.5m. |
| 11 | Supplying & filling murrum brought from outside in floors, trenches, plinth, sides of foundation etc., in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 12 | Lead charges for the1 KM or part thereoffor additional lead over the initial lead of 50 m by mechanical transport, including loading, unloading, stacking, the disposable soil, rock etc., Note: Measurement of lead charges will be based on truck measurement with a deduction of voids @20% and 50% for soils and rock or debris respectively. |
| 13 | a) For soil for 1KM lead. |
| 14 | b) For Debris/rock 1Km lead |
| 15 | CONCRETE (PLAIN AND REINFORCED) : |
| 16 | Plain Cement Concrete (P.C.C) 1:3:6 by insitu mixing using Weigh Batching or RMC using Ordinary Portland Cement(OPC) conforming to IS 269 or Portland PozzolanaCement (PPC) conforming to IS 1489 Part-1 with Minimum Cementitious Content not less than 250 Kg/Cum(M/s. ACC,Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd. 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. Note: 1.The blended cement i.e., PPC shall not have more than 35% of pozzolanas |
| 17 | Reinforced Cement Concrete by insitu mixing using Weigh Batching or approved RMC of Grade M - 30 (Minimum Cementitious Content not less than 390 Kg/Cum) up to specified level using using Ordinary Portland Cement(OPC) conforming to IS 269 or Portland PozzolanaCement (PPC) conforming to IS 1489 Part-1 (M/s. ACC,Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd. make) with crushed stone sand and graded stone aggregates of 20mm maximum size including mixing superplasticizer of brand M/s. FOSROC ,SIKA,BASF,CICO in proportion as per Manufacturer"s Specifications, Pumping / Lifting of concrete to the required heights, Concrete laid to properlevel, profile and slope, placing concrete, consolidation, finishing,curing, etc.,but excluding Formwork and reinforcement as specified and directed. Note: 1.The blended cement i.e., PPC shall not have more than 25% of pozzolanas. |
| 18 | a) Below FFL |
| 19 | b) Above FFL |
| 20 | Reinforced Cement Concrete by insitu mixing using Weigh Batching or RMC of Ultra Tech, Birla Ready Mix of Grade M - 25 (Minimum Cementitious Content not less than 350 Kg/Cum) up to specified level using Portland PozzolanaCement conforming to IS 1489 Part-1 (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd., KCP make) with manufactured sand and graded stone aggregates of 20mm maximum size including mixing superplasticizer of brand M/s. Fosroc, Demech, Huntsman, Pidilite, Sunanda Chemicals, Agro Chemicals, MBT in proportion as per Manufacturer"s Specifications, Pumping / Lifting of concrete to the required heights, Concrete laid to properlevel, profile and slope, placing concrete, consolidation, finishing,curing, etc.,but excluding Formwork as specified and directed for grade slabetc., Note:- The blended cement i.e., PPC shall not have more than 25% of pozzolanas. |
| 21 | Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffitsfor 50mm thick. |
| 22 | Casting and fixing in position precast reinforced cement concrete covers of required size in RCC M-20 insitu mixing BY WEIGH BATCHER using ordinary Portland Cement conforming to IS 8112 (M/s. ACC, Ultra Tech, Raasi, Birla, Coramandal, M/s. Andhra Cement Ltd., KCP), crushed stone 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 including formwork but excluding reinforcement. Note: 1.The blended cement i.e., PPC shall not have more than 25% of pozzolanas. 2. Sand shall be manufactured sand. |
| 23 | FORM WORK: |
| 24 | Providing centering and shuttering using good quality densified film-faced Plywood of at least 12mm thick approved make conforming to IS 4990including strutting, propping, staging made out of steel frames/H-frames/ Mild Steel (MS) Pipes/Cup and Lock System etc., and removal of the sameas required including chamfers, splays, keys, wedges, nails, bracings, brackets andapplying One (1) coat of shuttering oil (Cemol/Fosroc make/any other ) on all shuttering surfaces coming in contact with concrete,including PVC cover blocks etc., if required, for insitu Reinforced Concrete and in Plain Cement Concrete works etc., complete as specified and directed. NOTE:The Formwork shall be designed and got approved from the Design Section before erection |
| 25 | a) For all structures below and Upto Finish Floor Level |
| 26 | b) For all superstructure above Finish Floor Level for all Heights |
| 27 | REINFORCEMENT & STRUCTURAL STEEL |
| 28 | Supply, fabrication and erection of Reinforcement barsfor 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 1786of Tata, Vizag steel, Sail, JSW, JSPL 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 as per direction of Engineer- in-Charge. |
| 29 | Supply, Fabrication and erection of Structural Steel work using rolled steel joists, angles, channels, plates in built up sections, Trusses (Complete Truss system consisting of Trusses, Purlins, Bracings, Gusset Plates, Base Plates etc.,) and framed work, including cutting, hoisting, fixing of M/s. Tata, Vizag Steel, JSW, SAIL of strength not less than Grade E 250 IS-2062:2011 including providing Bolts and Nuts and other accessories wherever required, arc welding with electrodes conforming to IS 814 of make Advani, D&H, Philips, surface preparation by cleaning with wire brush painting with 2 (Two) coats of synthetic enamel paint over One (1) coat of Zinc Chromate primer of make M/s. Asian Paints, Johnson and Nicklson, Berger, Nerolac, etc., complete as specified and directed. NOTE: The bolts used shall conform to A325 ASTM standardsto 8.8 designation High tensile bolts conforming to IS: 3757. All the Bolts, Nuts and Washers shall be Cadmium Coated. |
| 30 | a) For Rolled steel sections |
| 31 | b) For M.S Plates |
| 32 | Supplying, fabricating, erecting and fixing in position, insert plates/ embedded plates/pipes of GI in heavy quality conforming to relevant BIS2062/ 1239 of required shape and size, welding anchoring legs not less than 12mm dia MS rods, placing in position in concrete while casting, including painting with one coat of approved anti corrosive paint of shalimar product for embedded portion of pipe as per drawing in line, level and plumb completeas directed. |
| 33 | PRE-ENGINEERING STRUCTURE : |
| 34 | Supply and Fabrication at Factory, Pre Engineered Frames, Purlins, Side cladding runners (Girts), sky lights, roof extractors, ventilators etc., by cutting, welding, straightening at workshop, conveying, assembling, erecting at work site at all levels by bolts and nuts including subsequent field welding, drilling, grinding, bolting wherever required and hoisting in position for structural steel work. The job includes provision of cold formed sectional members for Z purlins/girts, pre-engineered frames using M.S Plates, tie beams, catwalk, crane girders, platforms, ladders for the members wherever required as per design, suitable supporting system for fixing polycarbonate/translucent sheeting to prevent dislodging etc., complete as specified and directed. |
| 35 | PRIMARY MEMBERS :- Supply, Fabrication and Erection of Primary Structural Steel Members including rafters, columns, Crane Gantries, etc., of built up sections ary Members: Supply, Fabrication and Erection of Primary Structural Steel Members including rafters, columns, Crane Gantries, etc., of built up sections made out of M.S Plates having minimum thickness of 8.00mm and minimum strength not less than Grade E 350 and Quality "C" as per the Table -1 of IS 2062 : 2011 to relavent ASTM manufactured by M/s. Tata, Vizag Steel, JSW, SAIL make including painting with 2 (Two) coats of synthetic enamel paint over 1(One) coat of Zinc Chromate primer of make M/s. Asian Paints, Johnson and Nickelson, Berger, Nerolac, etc., including welding with MIG/MAG welding in a well established workshop using electrodes or fillers of make M/s. L&T, D&H, Advani, etc., transportation of members to site, bolting as perIS 4000 / welding at field by MIG/MAG, erecting members using suitable cranes/jigs/pulleys in line , level, plumb etc., complete as specified and directed. NOTE: The bolts used shall conform to A325 ASTM standardsto 8.8 designation High tensile bolts conforming to IS: 3757. All the Bolts, Nuts and Washers shall be Cadmium Coated. Thickness of the Washer shall not be less than 5mm |
| 36 | Bracings, Walking Platforms, Stairs/Ladders: Providing walking platforms, stairs/ladders, bracings, supporting system as required/as per design using standard steel sections like joists, angles, channels, etc., of M/s. Tata, Vizag Steel, JSW, SAIL of strength not less than Grade 250 and MT - Quality "C" as per Table-1 of IS-2062:2011 including providing Bolts and Nuts and other accessories wherever required, arc welding, painting with 2 (Two) coats of synthetic enamel paint over One (1) coat of Zinc Chromate primer of make M/s. Asian Paints, Johnson and Nicklson, Berger, Nerolac, etc., complete as specified and directed. NOTE: The bolts used shall conform to A325 ASTM standards equivalent to 8.8 designation High tensile bolts conforming to IS: 3757. All the Bolts, Nuts and Washers shall be Cadmium Coated. Thickness of the Washer shall not be less than 5mm |
| 37 | Purlins and Girt Members: Providing and Fixing Secondary Structural members including Purlins, Girt members, Eaves, Struts, Ridges and other items made out of Galvanized cold rolled sheets of Z shape not less than 2.5mm thickness and web depth of 200mm with stiffened flanges of Class designation GP 350 Class 2 conforming to the requirements of IS 277:2018 manufactured by M/s. JSW, Tata, Vizag Steel, SAIL make including shop painting , fixing to main members using Bolts and Nuts conforming to A325 ASTM standards equivalent to 8.8 designation High tensile bolts conforming to IS 3757including overlaps, etc., the average mass of Galvanized Coating thickness shall be minimum 350GSM conforming to IS 277 all complete as specified and directed. Note: Overlaps will not be measured for payment. |
| 38 | GALVALUME ROOF SHEETING :- Providing and Fixing Trapezoidal profiled Galvalume Sheets of make M/s. JSW/TATA Bluescopeconforming to ASTM A792M/ IS 15961 for roofings and claddings using sheets in 0.5mm TCT (Total Coated Thickness) with minimum galvalume thickness of AZ200 gsm and yield strength not less than 350MPa including flashings, corners, ridges, eaves boards, bird mesh etc., of approved make including fixing the sheets with Stainless Steel self tapping, self drilling and self fastening screws, and EPDM Washers, etc., all complete as directed. a) Roofing with colour coated Galvalume sheets & Rain water pipes, etc. Note: Roofing and liner shall be done with insulative material in between. Insulation will be measured separatly. |
| 39 | Translucent Polycarbonate Sheeting: Polycarbonate Sheeting of 1.5 mm thick, Pressed to matching trough Corrugations of roofing of M/s. Sabic-Lexan, GE make, Everest or any othermake for sky lights including sealing around sheets with GE Siliconates or any other sealants, treating for rain proof, fixing sheeting with SS self tapping screws etc., complete as directed. |
| 40 | FOUNDATION BOLTS :- Supplying, fabricating, erecting and fixing in position, foundation bolts using MS rounds conforming to IS 432 (Mild Steel Bars Grade – I)/ IS 1875 and suitable nuts 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 Complete and as directed. |
| 41 | INSULATION :- Providing and fixing insulation of 50mm thick fibre glass of make Pilkington/Twiga/Owens cornings of(500 guage of polyethelene sheeting) density 18Kg/Cum over liner sheeting for purpose of sound insulation including providing protection for moisture absorption fixing the pad with SS 304 mesh of 24gauage to purlins with suitable screw and washers complete in line level complete as specified and directed. |
| 42 | GI DECK SHEET :- Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to IS 277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid/ or reinforcement steel including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete, reinforcement steel will be paid separately. Shear studs/connectors will not be paid seperately). |
| 43 | STONEMASONRY: |
| 44 | Random rubble stone masonry using approved local stones in foundations/pedestals and plinth at and at all depths below 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. (Stones to be used from the site) |
| 45 | BRICK MASONRY: |
| 46 | Brick work using quality flyash (nonmodular) bricks of class designation 7.5conforming to IS12894 using cement mortar 1:6 (1 cement :6 using crushed stone sand of grade conforming to BIS 2116) at and at all depths below plinth level in foundation and in plinth, storm water drains, etc., simultaneous pointing with same mortar below ground level, and ranking out joints above ground level, curing etc.,complete as per specifications and as directed forsub structure etc., |
| 47 | Brick work using quality 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, rakingout joints, curing etc., complete as per specifications and as directed in super structure. |
| 48 | Half brick masonry using non modular fly ash bricks of class designation 10, conforming to IS :12894 in partition walls in cement mortar 1:4 (1 cement :4 using crushed stone sand of grade conforming to BIS 2116) 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. Note:- Reinforcement will be paid under relevant item. |
| 49 | ROOFING : |
| 50 | 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 25mmX35mmX1.6mm fixed to ceiling with 12.5mm dia and 50mm long dash fasteners , 4mm GI adjustible rods with galvanised steelk level clips of size 85mmX30mmX0.8mm , spaced at 1200mm centre to centre along with main "T" , bottom exposed with 24mm 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. |
| 51 | FLOORING : |
| 52 | Construction of Granular sub-base by providing HBG material conforming to Grading-ii of MoRTH Table 400-1 including cost, (excluding seigniorage) charges and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavatopr/approved means at OMC and compacting with suitable means to achieve the desired density etc., complete for finished item of work as per MoRTH Specification 401(5th revision and as directed by Engineer-in- Charge. Note: Measurement for payment will be made based on levels for finished item of work). Stone shall be used from the site. |
| 53 | Providing and laying at all floors and levels 6mm (min) thick first quality glossy/ matt / antiskid/rustic / digital collection etc. ceramic tile flooringas per the approved pattern and colour as mentioned below conformingto IS 15622 latest of edition from approved list of maufacturers or equilvalent laid in cement mortar bedding / backing, close jointed and grouted with matching cement slurry to match the colour of the tiles, finished to level, line, slope and plumb including cutting of tiles, making openings/cutout if necessary, wastage and final cleaning of surfaces as required, curing etc.complete all as per drawing specifications & as directed by Engineer in charge. a) In flooring with rustic/matt finished/ 300x300mm/ 600 x 600mm or equivalent approved sizes of ceramic tile laid over 20mm thick cement mortar bedding 1:4 ( 1 cement : 4 sand) b) In skirting laid over 12 mm thick CM 1:3 backing. c) Anti skid ceramic tile with 300x300 or equivalent approved sizes of ceramic tile laid over 20/15mm thick cement mortar bedding 1:4.In dado / clading with tile of size 200x300mm or size as per working drawing laid over 12 mm thick CM 1:3 backing for toilets. d) Sand shall be crushed stone sand. e) Tiles shall be of make Kajaria/Regency/Somani/Jhonson & Jhonson Note:i) Quoted rate shall include extra cement mortar 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. |
| 54 | a) Anti skid ceramic tile with 300x300 or600X600 equivalent approved sizes of ceramic tile laid over 20/15mm thick cement mortar bedding 1:4. for toilets |
| 55 | b) In dado / clading with tile of size 300 x300mm orsize as per working drawing laid over 12 mm thick CM 1:3 backing for toilets. |
| 56 | Providing and fixing 18 mm thick Granite flooring/dado using slabs of gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias, steps and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse Msand), 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 incuding making holes, molding half round/full roundnosing and grooves for antislippery measureetc. complete at all levels as specified and directed. |
| 57 | Providing and laying double charged vitrified floor tiles in size as mentioned below (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make like Kajaria/Regency/Somani/Jhonson & Jhonson , in all colours and shades, laidcement mortar , jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., completefor entrance foyer, corridors, lobbies, etc. Note: i) Quoted rate shall include extra cement mortar 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. |
| 58 | a) In flooring with rustic/matt finished 600X600mm/800X800mmof double charged/full body vitrified tile of make Somany/Kajari or approved equivalent laid with Flooring with with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. |
| 59 | b) In skirting laid over 12 mm thick CM 1:3 backing. |
| 60 | ProvidingoverRCC flooring, grade slab 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. |
| 61 | 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 finishall as per specifications, drawings and directions of the Engineer-in-charge . |
| 62 | Cutting using Diamond saw or any other suitable equipment grooves of size 6mmx12mm in flooring at construction/contraction joints or as directed by design Engineer, including filling with polysulphide, cleaning the joints using compressed air, drying the joint before application complete as directed. |
| 63 | DOORS, WINDOWS & ROLLING SHUTTERSETC: |
| 64 | 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).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. |
| 65 | a) Frame size 50 x 100 mm. |
| 66 | Providing and fixing factory made single extruded wpc ( Wood polymer Composite ) solid plain 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 ) , 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, include providingand fixing with stainless steel butt hinges of required size with neccessary full body threaded star headed counter sunk S.S Screws, for each door complete as directed. For toilet doors all as per direction of engineer in Charge. |
| 67 | a) 30 mm thick. |
| 68 | Providing wood work with CP teakwood in frames for doorsusing II class teakwood at all heights above plinth level wrought framed and fixed in position including providing and fixing with suitable size of coach screws wherever required / M.S. hold fasts of size 40 mm x 3 mm and 200 mm long, bent to shape embedded in cement concrete 1:2:4 blocks for door frames, fixed in position with necessary lugs rawl plugs and screws and coach screws, applying one coat of approved wood primer to the exposed surfaces of door frame and two coats of bituminous paint to the surfaces of frames in contact with masonry/concrete, etc., complete as indicated in drawings and as directed. |
| 69 | Providing and fixing in position double/single leaf flush door shutters of solid block board core, 35 mm thick, BWR grade,at all heights above plinth level internally lipped with second class teakwood, 25 mm deep along all edges of shutters bounded with water-proof type phenol formaldehyde synthetic resin, hot pressed, Chemicaly treated andpre-lamination of required design, colourand pattern / teak vineer on both faces/ requisite finishproviding and fixing under pressure with approved type adhesive 200 x 150 mm laminated sheet on both sides where mortice lock is fixedincluding providing and fixing 2nd class teak wood rebate at meeting junction of shutters in case of double door shutters, including providing &fixing ISI marked3 nos SS butthinges with SS pinsize 125 x 63 x 1.9 mmwith screws, &fixing hinges supplied under relevant item to shutter and frame and complete generally as shown in drawings and as specified and directed for single door shutter / double door shutters. |
| 70 | Providing and fixing in position epoxy powder coated (minimum thickness of power coating 50 microns) aluminium sections/aluminium sections for fixed partition/wall span/ventilators/doors and sliding windows, etc., using extruded built up standard tubular and other sections of approved make (Jindal/Hindal/Alumin co sections as shown in the drawing or its approved equivalent sections) and confirming to IS 733 and IS 1285 of required available colour,manufactured to relevant IS Standard Specifications including applying Epoxy coating of required thickness, fixing with rawl plugs and screws or fixing with clips or with expansion hold fastners, glazing with 4mm/5mmthick glass of float glass quality, aluminium butt hinges of approved make and size (wherever required), necessaryfilling up of gap at junctions at top, bottom and sides with required PVC/Neoprene felt, etc, including cleat angles, aluminium snap beading for glazing/panelling, PVC lining, C.P Brass/Stainless steel screws, nuts, washers, weather strips, handles withlocking arrangements making draining holes, etc., including providing andfixing other accessories with ISI mark wherever applicable to windows, fixing suitably with brick wall/RC column structures, filling the gaps between structural opening and aluminium frame work with polysulphide/GE Siliconates, generally as shown in architectural drawings and as directed (Glazing and Panelling to be paid for separetely). |
| 71 | Providing and fixing glazing with 4 mm thick plain float glass (weight not less than 10kg/sqm) of approved quality (Atul, Modiguard, Triveni, Hindustan Pilkington) including PVC/EPDMlining as per the drawing and as directed for ventilators. |
| 72 | Providing and fixing glazing with 5.mm thick plain float glass ( weight not less than12.50kg/sqm) of approved quality (Atul, Modiguard, Triveni, Hindustan Pilkington) including PVC /EPDM lining as per the drawing and as directed for window shutters. |
| 73 | Supplying and fixing to wooden doors 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 single/doubleshutters for all doors |
| 74 | Supplying and fixing to wooden doors 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. |
| 75 | a) using 250 mm long, 10 mm shoot. |
| 76 | b) Baby latch |
| 77 | Supplying and fixing to wooden doors 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. |
| 78 | Supplying only approved anodized extruded aluminium heavy quality butt hingesgenerally conforming to IS specifications CLASSIC, JYOTHI make or approved equivalent make) of size75x45x3.2mm with cadmium plated wood screws of appropriate size etc., complete as directed |
| 79 | Supplying and fixing to wooden doors approved anodized aluminium aldrop conforming to relevant IS specifications and with ISI marking classic/ J.S.E. (ECIE) make or any approved equivalent of size 250 x 19 mm with suitable approved CP brass screws, machine screws or boltsfor securing clamps from inside etc., complete as directed. |
| 80 | 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. |
| 81 | Supplying and fixing to doors at and at all heights above plinth level approved best quality anodized extruded aluminium hanging floor door stoppers 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. |
| 82 | Supplying and fixing in position approved motor automaticoperated (push & pull) 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 providingapproved quality of ball bearings, locking arrangements, handles, lugs, cutting, drilling necessary holes in concrete, grouting lugs with cement concrete 1:2:4, including providing and fixing not less than 1.0HP motor of Crompton Greaves, L&T or any approved equivalentalong with other accessories for On and Off, level switch connected operatable, 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). |
| 83 | PLASTERINGANDPOINTING: |
| 84 | 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. |
| 85 | Cement plastering 15 mm thick for internal walls in cement mortar 1:4 (1 cement :4 river sand) , 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, steel/tubular scaffolding, curing, etc., complete as directed. |
| 86 | Sand faced plaster 20 mm thick in 2 coats over exterior masonry and concrete surfaces at and at all heights above plinth level as given below with base coat in cement mortar 1:4 (1 cemen:4 sand)with approved integrated water proofing compound @ 2% by weight of cement, of M/s. Fosroc/Demach/ Huntsman/ Pedilite/ SIKA Qualcrete / MBT or as per manufacturer’s specifications, 12 mm thick and finishing coat in CM 1:3 (1 cement:3 sand), 8 mm thick, final rendering, making necessary grooves, bands, drip moulds as required, finished smooth internal putty(lapam) ofBirla/Jkofnot less than thickness 1mm(one) thicknes) double steel/tubular scaffolding wherever necessary, hacking of concrete surfaces, curing, etc., complete as specified and directed. |
| 87 | Providing and applying white cement based putty in two coats withaverage thickness not less than1 mm, of Birla make or any other approved manufacturer, over the plastered wall surface (external/internal) to prepare the surface even and smooth complete. |
| 88 | 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. |
| 89 | PAINTING: |
| 90 | Walls and ceiling painting with premium acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.of Asian or equivalent in Pidilite, Johnson & Nicklson, Nerolac, berger brand, manufacture and shade over two coats of approvedprimer at all heights above plinth level including preparing the surfaces, scaffolding and cleaning, etc., complete and as directed. |
| 91 | Painting exterior walls on sand faced plaster with two coats of Alkali & fungal resistance, dirt resistance exterior paint with comprehensive warranty of 5 years of required shade of Makes Asian - Apex Advancedor equivalent in Pidilite, Johnson & Nicklson, Nerolac, berger, of exterior quality haying 100% acrylic, of approved shade including preparing surfaces, external putty of Birla or its approved equivalent wherever required applying one coat of approved primer as per manufacturers specification, applying andfilling cracks or wherever required for external filler, curing, scaffolding, cleaning, etc., complete. Note :- Minimum Usage Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. or as per manufacturer"s specification |
| 92 | MISCELLANEOUSITEMS : |
| 93 | 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. |
| 94 | Supplying, lowering, laying, mentioned below the nominal bore, RCC SPUN PIPES (Class NP2)/NP-4 conforming to IS:458 with necessary collars, laid to correct grade and levels at and at all depths below plinth level including cutting to lengths, jointing with hemp yarn and cement mortar 1:1, caulking the joints and finishing, curing, etc., complete as specified and directed. |
| 95 | a) 150mm NB NP-2 |
| 96 | b) 300mm NB NP-2 |
| 97 | Providing grouting (including tamping) for foundations, structures, equipments, base plates, anchor holes, etc., with non-shrink, free flow grout ofshrinkhomp-30N/Sqmm of M/S A.C.C, Fosroc or equivalent mixed with filler like sand in 1:1, including shuttering wherever necessary at and at all depths and heights below and above plinth level complete as specified and directed. note: Weight of grout used in the work will be measured for payment. However, the rate quoted shall inclusive of all materials. |
| 98 | WATER SUPPLY |
| 99 | Supplying, laying and fixing CPVC pipes confirming to ASTM D2846, SDR -13.5 at a working pressure of 320 PSI at 23 deg C, complete with all fittings and clamps, Fittings (Conforming to relevantIS/ASTM/BScode), in trenches, floors, walls including embedding if necessary, joining of pipes and fittings shall be done by solvent cement conforming to ASTM F-493,including bends, elbows, tees, reducers, sockets, unionsandotherspecials,supplyingandfixingwith hooks in wooden plugs or embedding in walls and floors, cutting pipes torequired lengths, making connections, cutting chases or holes in walls with machine & making good thesame,testing, etc. all complete as per drawings, specifications and directions of Engineer-in-Charge. (CPVC pipes shall meet National Sanitation Foundation(NSF) requirement for drinking water system) |
| 100 | a) For the following Nominal Bore (NB) pipe: 20 mm |
| 101 | b) For the following Nominal Bore (NB) pipe: 25 mm |
| 102 | c) For the following Nominal Bore (NB) pipe: 40 mm |
| 103 | d) For the following Nominal Bore (NB) pipe: 50 mm |
| 104 | Providing and fixing in position heavy pattern screw down Gun metal ball valve with ball SS confirming to IS.778 with hand lever at top including testing for 10 kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc. as per specification. |
| 105 | a) 20mm nbfor coolers |
| 106 | b) 25 mm n.b. |
| 107 | c) 40 mm n.b. |
| 108 | d) 50 mm n.b. |
| 109 | Providing hoisting and installing at required elevation double layered moulded HDPE cylindrical vertical water storage tank of10000 liters ofSintex or Duracon make, with suitable SMC cover at top, coated with UV coating/layer including the cost of labour for making hole in the storage tank for inlet, outlet, scour and overflow and the required fittings/ gaskets, float valveincluding making necessary supporting system complete as directed |
| 110 | DRAINAGE |
| 111 | Providing & laying UPVC under ground drainage pipes & Fittings of Sudhakar/Nandi/Godavari makefor storm water drains& sewerage pipes of following size conforming to IS:15328 to proper level & grade, jointing including prviding coupler with cement solvent / welded joints / as per manufacturer"s requirement, including encasing the pipe alround using cement concrete 1:3:6 complete to an offeset of D/2 where D= dia of entire pipe length pipe all as per specifictions, drawing and as directed by the E.I.C. item includes Providing and fixing UPVC fittings such as Bendes, Tees & Y, Reducers, Blanking Plugs, Couplers, Adaptors etc |
| 112 | a) 110 mm DN (SN 8kN/m²-SDR34) |
| 113 | b) 160 mm DN (SN 8kN/m²-SDR34) |
| 114 | Supplying and fixing following size uPVC UV-Stabilised soil / waste quality pipes and fittings ( SWR ) for soil, waste, vent, antisyphonege, HVAC waste pipe and rain water pipe lines consisting following items of work:- i) Providing and fixing uPVC UV-Stabilised Soil / waste pipe as per IS:13592 and IS:14735 Grade-B laid in floor & on Exposed faces of wall of Supreme make ii) Fixing the pipeline vertically by Metal clamps with rubber seal of Supreme make Cat. No. SWRMCR 1to6. iii) Providing and fixing uPVC cowl at the top of soil, waste water & vent pipe line. iv) Laying the pipe below floor / ground to proper slope and gradient for making connections of soil / waste water pipe line with inspection chamber or Manhole, including the cost of cement mortar, cement concrete, water proofing compound etc. v)Jointing the pipe with Solvent Cement & Rubber ring gasket with making holes in walls / floor grooving and redoing the same and brick support etc. Giving water-tightness test for the pipes laid as per codal provisions. Providing Ring Joint pipes at verticals and solvent cement jointed pipes at consealed locations. vi) Necessary cutting to the required length including short pieces, fittings with & without door, assorted fittings such as plugs, tees, couplers, reducers, cross tees, reducing tees, elbows, bends, cleaning pipe, single & double Y, vent cowl, gaskets, offsets, Tank / WC connectors etc. |
| 115 | a) 75 mm n.b. pipes |
| 116 | b) 100 mm n.b. pipes |
| 117 | Construction of rectangular CHAMBERS of internal clear dimension of mentioned below ( internal clear) in 230 mm thick brick masonry in cement mortar 1:6 over a bed of 150 mm thick 1:4:8 cement concrete in foundation, plastering with cement mortar 1:4, 20 mm thick on inside, and all outside exposed surfaces finished with a floating coat of neat cement, 1:2:4 cement concrete for benching in slope 1 in 30 and channel finished with neat cement, brick corbelling at top ifnecessary to provide clear opening and providing and fixing CI cover with frame of light duty single seal pattern weight not less than 33 kgs embedded in cement concrete 1:2:4, providing and fixing PVC encaptualted MS rungs of 20mm square, each at 300 mm centre to centre if depth exceeds 800 mm, painting CI cover and frame and CI steps with two coats of bitumastic paint etc. complete-For depth of chamber not exceeding 900 mm. However minimum depth of chamber not less than 450mm |
| 118 | a) 450x600mm |
| 119 | b) 600x900mm |
| 120 | Extra over above itemfor depths beyond 900 mm of Rectangular chamber including providing and fixing PVC encaptulate MS rungs 200 square, each @ 300 mm C/C, staggered vertically and horizontally etc., as per specifications. |
| 121 | a) 450x600mm |
| 122 | b) 600x900mm |
| 123 | Providing uPVC Gully Trap of 150 X 100 mm size with 100 mm outlet with Grating of approved Make, placing at correct position, embedding in cement concrete 1:2:4, 100 mm thick alround complete. |
| 124 | Providing uPVC Floor Trap (Multifloor trap of 110 x 75 x 50 size of Supreme make Cat No. NSPHMTS04L / NSPHMT005L and 3 pc top tile & flush strainer, mat finish of Supreme make Cat No. NSPHTT201L/NSPHTT200L.)/ Nahani Trap of following size having not less than 40 mm effective water seal, fixing the trap in position and connecting with waste water pipe by cement solvent / as per manufacturer"s recommandation, embedding the trap in cement concrete 1:2:4 to correct level and gradient, providing and fixing 200 x 200 mm size top tile with central strainer & flat cover / flush strainer, closing the side inletes with plugs if required etc. all complete as per specification and as directed by EIC. |
| 125 | Providing and fixing cast iron "P" trap with 100 mm outlet, cadmium plated brass dome grating, necessary 1:2:4 cement concrete for embedding the trap, finishing interor portion of floor opening with cement plaster in CM 1:4 with floating coat of neat cement, etc., complete as directed for Urinals. |
| 126 | SANITARY ITEMS : |
| 127 | Providing and fixing EUROPEAN WATER CLOSET,comprising a)European water closet best Indian make, in light colour glazed vitreous, with integral ‘P’ or ‘S’ trap. b) Plastic low level flushing cistern of gleaming light colour shade, best quality, champion or approved equivalent, conforming to IS:7231 complete with all internal fittings, matching heavy quality PVC flush bend mounted on a pair of white enamel painted CI brackets. c) 15 mm n.b. heavy quality PVC inlet of heavy quality connection with CP brass unions connected at ends. d) 15 mm n.b. screw down variety heavy quality C.P. brass stop cock conforming to IS:781. e) Solid plastic heavy quality seat with lid of approved make and colour with C.P. brass pillar hinges, conforming to IS:2548 (Part I&II). f) 15 mm n.b. heavy quality CPVC overflow pipe with specials from cistern to 150 mm above floor level painted and terminated with mosquito-proof perforated cap. |
| 128 | a) Vitreous China European Water Closet with P trap of Hindware" make Cat.No.20069 Lara model or equivalent with soft close seat cover "slow falling". |
| 129 | Providing and fixing approved ORRISA PATTERN W.C. SUITE of HINDWARE Brand as per Orissa Pan (Eco) Model" Cat. No. 20042 (or) CERA Brand Snow white colour Orissa Pan as per" Cat. No. 2071 (BR) a) Orissa patterns W.C. best Indian make in light coloured glazed vitreous chinaware, 580 mmx400 mm with ‘P’ or ‘S’ trap. b)PVC low level flushing cistern of 10 lts. Capacity conforming to IS:7231 with all internal PVC fittings mounted on a pair of CI brackets of heavy quality with 32 mm nb PVC bend of required length complete. c) 32 mm nb PVC flush pipe of appropriate length with all fittings synthetic adhesive cement jointed concealed in wall. d) 15 mm n.b. heavy quality PVC inlet connection with CP brass unious at ends e) 15 mm n.b. heavy quality G.I. pipe and specials for overflow from cistern upto 150 mm above floor level concealed in wall and terminated with 15 mm n.b. CP brass mosquito proof jalli etc. complete f) 15 mm n.b. screw down heavy quality C.P. bras stopcock conforming to IS: 781. g)15 mm n.b. heavy quality CPVC overflow pipe with specials from cistern |
| 130 | Providing & fixing vitreous China undercounter/Overcounter Wash hand basin consisting following items of work:- i)Providing vitreous china wash basin conforming to IS 2556 ( part - IV ) and placing the wash basin in position as shown in the drawing or as directed. ii) Providing a pair of either cast iron built - in cantilever type brackets weighing not less than 1.5 kg / each to be embedded in grade M 15 cement concrete block of size 100 X 75 X 150 mm or cast iron wall fixing cantilever type brackets weighing not less than 1kg / each with screw holes to be fixed to wall using screws, rawl plugs etc. to support the Wash basin, conforming to IS 775 for Wall hung basin.( For wall hung wash basin) iii) Fixing Vitreous China under / over the counter / semi recessed type Wash Basin and placing it in position over the granite platform as shown in the drawing or as directed including finishing the joints with white cement all complete. ( For under/over counter wash basin ) iv)Cutting holes or chases in wall & reinstating to its original condition, painting all metallic parts with two coats of approved flat oil paint over a coat of primer, finishing the gap with white / matching cement etc.all as per specification and as directed for wall hung basin.. v)Installation and testing the entire assembly to the full satisfaction of Engineer- in- charge. vi)C.P. brass waste of standard pattern, 15 mm n.b. screw down heavy quality C.P. bras stopcock conforming to IS: 781., 32 mm CP brass bottle trap, with extension pieceincluding painting of fittings and brackets, cutting and making good the walls wherever required complete as specified and directed |
| 131 | a) Vitreous Chinasemi pedestal Wall hung Wash Hand Basin, 570x480 mm size of HINDWARE Make Studio model Cat. No:10096& pedestal 11038or equivalent. |
| 132 | Providing and fixing as per IS 2556flat back half stall urinal of sizeof 328x558 mm sizeof Hindware/Jaguar or equivalent for supporting the pan on suitable heavy quality CI wall brackets, 32 mm n.b. heavy quality, approved make CP brass bottle trap with extension piece, fixing with CP brass spreader and suitable heavy quality CP brass waste coupling to urinal basin, CP brass grating, spring based flush valve for operation of water flushing etc., complete as specified and directed. |
| 133 | Providing and fixing Granite Stone slab of approved shade with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. |
| 134 | Providing and fixing in position bevelled plain edged mirror 600 x 450mm made out of best Indian glass of 6 mm thick of approved manufacturer, mounted on plywood sheet/ plain AC sheet of 6 mm thick fixed in position with four number of CP brass screws with detachable CP brass caps, washers, rawl plugs, etc., complete as directed. |
| 135 | Providing & fixing in position following type CP fittings/ Fixtures/Faucets of 15 mm nominal dia. with ISI mark/ approved make including providing & fixing specials, wall flanges and fixing to concealed / exposed pipe line with leak proof threaded joints using tephlon tapes, testing the joints hydraulically to a pressure of 10 kg./ sq.cm, rectifying the leaky joints if any, including cleaning etc. complete all as per specifications. |
| 136 | a) Providing and fixing heavy quality fancy variety C.P. brass screw down BIB TAPS of M/S. Jaguar/Hindware make conforming to IS: 8931 on G.I. lines- size 15 mm. |
| 137 | b) C.P brass 2 Way Bib Cock with wall flange of Jaguar Cat.No. ORM 10041 |
| 138 | c) Proving and fixing in toilets Health faucet of Jaguar Make (ALD-CHR-573) or equivalent with 1 metre long Easy flex tube in chrome finish and wall hook etc., complete as directed. |
| 139 | d) C.P brass Bottle Trap, 30 mm dia. with wall flange of Jaquar cat. No. ALD 769. |
| 140 | e) C.P brass single lever basin mixer of "Jaquar" cat. No. ORM-10011B. |
| 141 | f) Sink Cock with Extended Swinging Spout (Wall Mounted Model)with Wall Flange Jaguar cat. FLR-5347ND |
| 142 | Supplying following C.P Brass Bathroom / toilet accessories of following make and fixing on the wall using CP brass screws, rawl plugs etc. as per manufacturer"s requirement all complete at the locations shown and as directed by the E-in-C. |
| 143 | a) Stainless steel Toilet Paper Roll Holder, recessed type with flap of Jaguar Cat. No.AHS - 1553 |
| 144 | b) Stainless steel Soap dish, recessed type of Jaquar Cat. No. AHS -1531. |
| 145 | c) Stainless steel Towel Rail/Grab bar of Jaquar Cat. No. AHS-1507. |
| 146 | d) CP brass double Coat Hook of Jaguar Cat. No. AKP-35761P. |
| 147 | e) Liquid soap dispenser Jaquar CAN 1135N |
| 148 | f) Glass shelf 600 mm long as per Jaquar cat. No: ACN-1171N |
| 149 | g) Towel Ring square with round flange of Jaquar Cat. No. CAN 1121N |
| 150 | ROAD WORK : |
| 151 | Surface excavation not exceeding 300mm to 450mm deep for road, pavement, building area, formation etc in required camber, profile, excavating using mechanical equipment or any suitable means, filling the ditches with the good available earth, spreading, breaking clods, lumps, watering, dressing, leveling, compacting and consolidating surface with 5 to 8 tonne roller including clearing of all the areas involving excavation and filling of all grass, rank vegetation, shrubs, bushes, cutting of trees upto 300 mm girth measured at 1.0 m above ground level, etc. and disposing the spoils within a distance of 50 m as directed for area levelling/ land grading before start of work for flooring and road work. |
| 152 | Construction of Granular sub-base by providing HBG material conforming to Grading-ii of MoRTH Table 400-1 including cost, (excluding seigniorage) charges and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavatopr/approved means at OMC and compacting with suitable means to achieve the desired density etc., complete for finished item of work as per MoRTH Specification 401(5th revision and as directed by Engineer-in- Charge. Note: ( Payment will be made based on levels for finished item of work). |
| 153 | Providing and Laying in position RMC of Ultratech, Aparna, Charminar make, of grade M20 or 1:2:4 in-situ mixing by Weigh Batcher using Pozzolona Portland Cement conforming to BIS 1489 of brand M/s. ACC, UltraTech, Raasi, Birla, Coramandal, Andhra Cements Ltd., KCP using river sand and graded stone aggregates of 40mm maximum size including mixing Superplastizer of brand M/s. Fosroc, Demach, Huntsman, Pedilite Sunanda Chemicals, Agro Chemicals, MBT in proportion as per manufacturers Specifications, pumping /lifting, concrete to the required locations, concrete laid to proper camber, profile, level / slope / gradient in panels of convenient sizeby alternate / staggered panels, placing concrete, consolidation, finishing, applying Two (2) coats of bituminous paint at the contact surfaces of construction joints, forming ExpansionJoints of 12mm thick, providing necessary form work, curing, etc., complete as specified and directed for Pavements/road . |
| 154 | Providing, fixing, filling and sealing expansion/construction joints using 12 mm thick bitumastic board manufactured by M/s. STP Ltd., or any other approved equivalent in expansion joints of cement concrete roads including cleaning the surfaces where joints are formed applying one coat bitumastic emulsion cutting the board to the required sizes placing in position filling and sealing the top of the joints with Salitex sealing compound of size 12 x 20 mm deep, using compound manufactured by M/s. STP Ltd., or equivalent including heating, pouring complete etc. in line level as directed. |
| 155 | Supplying and Fixing in position IRC Fabric SI No.4 (100 x 100 x 4mm) conforming to IS 1566 of standard make or its approved equivalent in CC road. |
| 156 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete including two coats of approved primer and two coats of ready mix paint as per IS 164 etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 157 | FIRE HYDRANT LINE: |
| 158 | Supplying, fabricating, erecting/fixing in position pipe linein yard buried/ plant at elevations /depths generally as indicated in the relevant drawings, MS ERW pipes of heavy quality conforming to IS 1239/ 3589 and applying two coats of synthetic enamel paint over a coat of zinc chromate primer of Asian, Pidilite, Johnson & Nickelson, Nerolac, Berger complete for over ground piping and wrap coat for under ground piping but excluding providing with cold wrap coat of 4mm thick ( measured and paid separately under relevant item), testing, purging, flushing and commissioning of pipe lines, at all elevations, including the cost of material consumables, labour et |
| 159 | a)150NB |
| 160 | Supplying, fabricatingerecting/fixing in position either inside plant building/ in yard,atall elevations generally as indicated in the relevant drawings, using MS Carbon steel seamless pipes conforming to ASTM A 106 Gr.B & Dimensions conforming to ANSI B36.10, Schedule-40 and other suitable fittings/sockets/MSflanges confirming to BS table - 10 F /IS:6392/ANSI B16.5, 150 lbs with 3mm thk neoprene gaskets of suitable grade, fastened using suitbale bolt, nut and washers,as directed. Piping to be supported with suitable clamps on MS structural frame work. Painting of 2 coats synthetic enamel paint over one coat of zinc chromate red oxide primer andtesting at required test pressure, flushing and commissioningincluding cost of all consumables,labour, etc., complete as directed. N.B.: (1) The contractor has to submit valid material test certificates for the pipes. (2) The contractor has to test the pipe material at MSME lab and has to submit the test report before commencing the work. (3) The pipe has to be tested hydraulically at min pressure of 14 kg/sq.cm. |
| 161 | a)80NB |
| 162 | b)100NB |
| 163 | Providing and fixing best Indian make C.I. GATE/SLUICE VALVES with flanged ends manufactured by M/s. Kirlosker, Leader, Audco, conforming to IS: 14846 Latest Edition , for water pipes, making necessary flanged joints providing and welding to pipe the matching companion flanges conforming to table E ,BS-10, providing all jointing materials like bends, elbow, tee, flanges, gaskets, bolts, nuts etc., testing the valves and joints for 10 Kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc., complete as specified and directed. |
| 164 | a)80NB |
| 165 | b) 100NB |
| 166 | Extra over painting of pipe lines for providing Coating and wrapping of the pipe lines (including fittings) consisting of one coat each of coal tar primer and enamel, cold wrap of impregnated fibre glass, of suitable width, of PIPEKOTE or Rust free make, including thermofusioning of polyethylene layer of coat using thermo torch, seal coating, overlapping not less than 25mm, testing of coating by holiday testing conforming to IS 10221, cleaning pipes etc., complete and total thickness of coat not less than 4 mm, complete as specified and directed. |
| 167 | SS Fire Hydrant valve( landing valve) of 63 NB of bearing and conforming to IS 5290, of SS 304, of Harihant Engrs, Priyanka Ind, Vimco, AAG make fixing valve to companion flange using 3mm thick AC gasket, bolts and nuts complete as specified and directed. |
| 168 | Providing and fixing Fire hose cabinet of 750 x 600 x 250 mm made out of 18guage MS sheet, standard design and pattern , 3mm thick glass panes, with lockable shutters, lock and key, cabinet to accommodate 2 nos of fire hoses and one nozzles including supplying 2 nos of RRL fire hoses of 15m length each with SS 304 couplings on either side, one SS nozzle of 300mm length bore 20mmm bearing and conforming to IS 903 complete as specified anddirected. |
| 169 | DISMANTLINGITEMS: |
| 170 | Dismantling/breaking the existing plain cement concrete surfaces carefully in flooring, platforms 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. |
| 171 | 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 for RCC pedestals. |
| 172 | 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, stacing of useful materials and disposing the unserviceable debris within the lead of 50m, etc., complete as specified and directed. |
| 173 | Dismantling very carefully the existing RR masonry in basement below/above FFL at all depths and heights includingerection of suitable scaffolding, stacking of useful materials and disposing the the unserviceable debris within the lead of 50m etc., complete as specified and directed, |
| 174 | Dismantling RC. Hume pipesincluding excavation and refilling trenches after taking out the pipes, manually / by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-Charge for600 mm nominal dia pipes |
| 175 | a) Up to 600mm dia. |
| 176 | Dismantling of manhole - Taking out CI cover with frame from RCC/brick top slab of manholes of various sizesincluding demolishing of RCC/Brick work manually/by mechanical means and stacking of useful materials near the site and disposal of unservieable materials within 50 metres lead as per direction of Engineer-in-charge. |
| 177 | Dismantling very carefully the existing MS/GI/CI pipe of various dia for various services/hand rail with all fittings and fixtures etc., and stacking with in a lead of 50 m. |
| 178 | a) Upto 40 mm dia. |
| 179 | b) Above 40mm dia. |
| 180 | Removal of existing fire hydrant line of 50/80/100/150/200 mm n.b., excavating the equired length, cutting the pipe line after shutdown, handling over the pipe line to the departmental stores. Note: Earthwork excavation required for the work will be measured under relevant item. |
| 181 | Dismantling and stacking within 50 metres lead, T or L ironor struts including all earth work and dismantling of concrete etc. in base of. |
| 182 | a) T or L iron or pipe |
| 183 | b) R.C.C/Concrete |
| 184 | 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 |
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