Nuclear Fuel Complex Tender
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Nuclear Fuel Complex - NFC Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date22 Feb 2022
Closing Date11 Mar 2022
Tender Amount₹ 4,22,00,000
Costs
EMD
₹ 8,44,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Structural Works For North Gate Modification And South Gate Pass Section At Nfc
Description
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Contact
Tender Id
2022_NFC_674695_1Bid Award Id
ViewTender No
C/1264/2022Tender Authority
Nuclear Fuel Complex ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
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Beyond 60 cm girth upto and including 120 cm girth
2
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Above 120 cm girth
2
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Earth work excavation in foundations for buildings, machinery,equipment etc. in all soils other than soft and hard rock upto the depths specified below including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a distance of 50 m etc., complete.
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Upto 1.50 m depth from average ground level.
600
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Above 1.50 m to 3.00 m depth from average ground level.
250
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Earthwork excavation in foundations for buildings, machinery,equipment in soft rock upto the depths specified below including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a distance of 50 m etc., complete.
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Upto 1.50 m depth from average ground level.
50
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Above 1.50 m to 3.00 m depth from average ground level.
25
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Earthwork Excavation in foundations for buildings, machinery,equipment in hard rock by chiseling, wedging or any other agreed method upto the depths specified below including dressing of sides and ramming of bottoms, including getting out the excavated rock, filling extra cut pockets with cement concrete 1:4:8 using 20 mm coarse aggregate at no extra cost to the Department, stacking useful stone, disposing spoil within a distance of 50 m.
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Upto 1.50 m depth from average ground level.
50
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Above 1.50 m to 3.00 m depth from average ground level.
25
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Excavation in TRENCHES for pipes, sewers, storm water drains etc in all soils except soft and hard rock from average ground level including 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 internal and external Rcc drain pipes,storm water drains, electrical cables trenches etc.,
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Upto 1.50 m depth from average ground level
150
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Above 1.50 m to 3.00 m depth from average ground level.
50
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Excavation in TRENCHES for pipes, sewers, storm water drains, cable trenches etc in soft rock from average ground level , dressing bottom to required level, profile/slope, back filling 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 internal and external RCC drain pipes, storm water drains, electrical cable trenches etc.,
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a) Upto 1.50 m depth from average ground level
75
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b) Above 1.50 m to 3.00 m depth from average ground level.
25
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Excavation in TRENCHES for pipes, sewers in HARD ROCK by chiseling wedging or any other agreed method from average ground level , 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 internal and external Rcc drain pipes, storm water drains, electrical cable trenches etc.,
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a) Upto 1.50 m depth from average ground level
50
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b) Above 1.50 m to 3.00 m depth from average ground level
25
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Filling available excavated earth (excluding rock) in plinth , sides of foundation etc., in layers not exceeding 20cm in depth , consolidating each deposited layer by ramming and watering , lead upto 50m and lift upto 1.5m.
1000
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Lead charges for the 1st 1 KM/2KM or part thereof for 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
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a) For soil for 1KM lead.
500
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b) For rock/debris for 1KM lead
250
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c) For Soil for lead above 1 KM upto 3 KM
100
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d) For rock/debris lead above 1 KM upto 3KM
100
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Supplying and filling with murrum around machine foundation to act as dampener etc. including watering, ramming, consolidating and dressing complete as specified and directed
350
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II. CONCRETE (PLAIN AND REINFORCED) :
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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, Raasi, Birla, Coromandal, Andhra Cements Ltd., KCP 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.
83
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Reinforced Cement Concrete by insitu mixing using Weigh Batching or RMC of Ultra Tech, Birla Ready Mix of Grade M - 30 (Minimum Cementitious Content not less than 350 Kg/Cum) up to specified level using Portland Pozzolana Cement conforming to IS 1489 Part-1 (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd., KCP make) with crushed stone 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 proper level, profile and slope, placing concrete, consolidation, finishing, curing, etc., but excluding Formwork and reinforcement as specified and directed.
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Below FFL including grade slab
237
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Above FFL
134
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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.
10
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III. FORM WORK :
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Providing centering and shuttering using 12mm thick marine plyboard at all depths and heights below and above plinth level, vertical, horizontal, inclined,circular including strutting, propping using steel pipes/acro stagging, removal, cleaning of the same for insitu reinforced cement concrete and in plain cement concrete work, pockets for machine/equipmet foundations 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.
Note :- Plywood shall not be used for more than eight repitions.
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a) Below and Upto Finish Floor Level
1050
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b) Above Finish Floor Level
860
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IV. REINFORCEMENT & STRUCTURAL STEEL
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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.
60
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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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Using rolled sections
5
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Using Plates upto 12 MM thickness
5
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Supplying, fabricating, erecting and fixing in position, MS insert plates/ embedded plates/pipes in medium quality conforming to relevant BIS codes 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 red oxide zinc chromate primer as per drawing in line, level and plumb complete as directed.
3
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Supply, Fabrication and Erection of Structural Steel work using tubular sections (Round, Square, Rectangular Hollow tubes) at all levels above and below plinth level including supplying of steel sections a conforming to IS:4923 and
IS:1161 of make Tata Structura , 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.
30
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V. PRE-ENGINEERING STRUCTURE :
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Design, Supplying, fabricating at Factory , erecting and fixing in position , 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.
Note :- 1) PEB shall be manufactured from dedicated workshop with a minimum capcity of 25000MT/Year and the same shall be approved by department prior to design etc.
2) Analysis and design and revisions of same if any shall be submitted for approval of department . Drawings for construction, fabrication etc. shall be provided by bidder as per EIC instructions (Nos. & Size of Hard Copies Drawings) at no extra cost. The drawings etc. will be property of department. Soft copy of analysis, design and drawings shall also be provided to the department at no extra cost. 3) The stagging/mobile scaffold/ crane/net etc required for safe erection of steel works at all heights shall be included in the rates quoted and no extra will be paid for safe working.
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Primary Structural Steel Members including rafters, columns, Crane Gantries, etc., of built up sections made out of M.S Plates having minimum thickness of 6.00mm 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, Jindal, 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 submerged 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/ welding at field by MIG/MAG, erecting members using suitable cranes/jigs/pulleys in line , level, plumb etc., complete as specified and directed by EIC. NOTE: The bolts used shall conform to A325 ASTM standards equivalent to 8.8 designation High tensile bolts conforming to IS 1367:2002
8
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Supplying, fabricating, erecting and fixing in position walking platforms, stairs/ladders, bracings, pipe & cable supporting system as required/as per design using standard steel sections like joists, angles, channels, etc., of M/s. Tata, Vizag Steel, Jindal, SAIL make or any approved manufacturer using ingots of above makes of strength not less than Grade 250 and 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 by EIC.
NOTE: The bolts used shall conform to A325 ASTM standards equivalent to 8.8 designation High tensile bolts conforming to IS 1367:2002
2
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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 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 by EIC.
2
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Secondary Structural members including Purlins, Girt members, Eaves, Struts, Ridges and other items made out of Galvalume cold rolled sheets of Z shape not less than 2.5mm thickness of strength not less than Grade E 350 and Quality "C" as per the Table -1 of IS 2062 : 2011 manufactured by M/s. Tata, Vizag Steel, Jindal, SAIL make including galvanizing as per relevant IS code and coating not less than 275 g/m2 , fixing to main members using Bolts and Nuts conforming to A325 ASTM standards equivalent to 8.8 designation High tensile bolts conforming to IS 1367:2002 including overlaps, etc., all complete as specified and directed by EIC.
Note: Overlaps will not be measured for payment.
2.5
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Providing and Fixing Trapezoidal profiled Galvalume Sheets for roofings and claddings using sheets in 0.5mm TCT (Total Coated Thickness) and strength not less than 350 N/Sqmm including flashings, corners, ridges, eaves boards,gutters 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. for Roofing and cladding with colour coated Galvalume sheets & Rain water pipes, etc.
150
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Polycarbonate Sheeting of 1.5 mm thick, Pressed to matching trough Corrugations of roofing/cladding of GE make, Everest or any other approved equivalent make 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 and specified by EIC.
20
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VI. STONE MASONRY :
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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.
115
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Random rubble stone masonry using approved local stones in foundations/pedestals and plinth at and at all heights 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.
210
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VII. BRICK MASONRY :
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Brick work using quality flyash (non modular) 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 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 for sub structure etc.,
15
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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, raking out joints, curing etc., complete as per specifications and as directed in super structure.
145
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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.
690
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VIII FLOORING :
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Construction of Granular sub-base by providing HBG material conforming to Grading-ii of MoRTH Table 400-1 including cost, 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 8 to 10 tonnes roller 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).
50
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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 sealing with polysulphide sealant, cleaning the joints using compressed air, drying the joint before application complete as directed.
500
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Providing and laying at all floors and levels 6mm (min) thick first quality glossy/ matt / antiskid/rustic / digital collection etc. ceramic tile flooring as per the approved pattern and colour as mentioned below conforming to 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.
-
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Anti skid ceramic tile with 300x300 or equivalent approved sizes of ceramic tile laid over 20/15mm thick cement mortar bedding 1:4. for toilets
55
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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.
200
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Providing and laying double charged vitrified floor tiles in different sizes (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, laid cement mortar , jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete for 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.
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In flooring with rustic/matt finished/ 800X800 mm or equivalent approved sizes of double charged vitrified tile of make Somany/Kajari or approved equivalent laid over 20mm thick cement mortar bedding 1:4 ( 1 cement : 4 sand)
995
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In skirting laid over 12 mm thick CM 1:3 backing.
75
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Cement concrete flooring IPS 40 mm thick 1:2:4 (1 cement : 2 coarse crushed stone sand : 4 graded stone aggregate) with 10mm thick nominal stone aggregate finished with a floating coat of neat cement, including cement slurry, including the cost of nosing of steps etc. complete.
50
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Provdidng 18mm thick Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse crushed stone sand), finished with a floating coat of neat cement complete as specified and directed
10
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Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut Granite stone for floor/treads/ risers /steps / dado ramps of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse crushed stone sand)/ 12 mm thick, 1:3 (1 cement : 3 coarse crushed stone sand) cement mortar for risers 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 for stair case & counter wash basin etc. including cost of nosing and grooves for antislippery measure complete as specified and directed
50
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Providing and filling with polysulphide sealant of 25 X 25 mm size in the joints cut in expansion joint etc., directed by engineering's-in-charge.
100
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IX. DOORS, WINDOWS & ROLLING SHUTTERS ETC :
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Providing and fixing pressed steel door frames and shutters , of PROFILE - B conforming to IS: 4351, with Frame GI 1.20 mm , Shutter : GI 0.80 mm thick . Frame profile - 100 x 57 mm including ball bearing butt hinge ( SS304 grade), of size 100x75x3 mm with screws, Motrise sash lock (H9-GU-BKS 2160, 65 BS/72/9 mm) , Euro profile 5 pin cylinder 5702, 70mm key , lever handle LT 001, 19 dia with roses & escutcheon (SS304) including painting with one coat of zinc primer and two coats of synthetic enamel paint , with provision of look through glass/glazing and as directed by Engineer -in-charge..
15
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Supplying and fixing in position at all floors integrated Powder coated aluminium (minimum thickness of powder coating 50 micron), aluminium section [extruded] for aluminium Doors / windows (sliding/movable) /ventilators/ top hung/ fixed / grill/ adjustable louvered/ windows/ fixed partitions/ beading for fixing SS fly proof jali as per drawing of approved manufactures with extruded sections of Jindal / Indal / Aluminax or other approved eqivalent 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 thermocole & 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.
2500
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Providing and fixing glazing with 4 mm thick plain float glass (weight not less than 10 kg/ sqm) of approved quality (Atul, Modiguard, Triveni, Hindustan Pilkington) including PVC/EPDM lining as per the drawing and as directed for window shutters and ventilators.
200
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Providing and fixing glazing with 5 mm thick plain float glass (weight not less than 12.50 kg/ sqm) of approved quality (Atul, Modiguard, Triveni, Hindustan Pilkington) including PVC /EPDM lining as per the drawing and as directed for doors & partitions.
150
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Providing wood work with CP teakwood in frames for doors using II class teakwood at all heights with all around architraves above plinth level 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.
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II class teakwood frame
2
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Providing & fixing in position approved 2nd class T.W. Architraves of finished section 50x20mm fixed to frames of door at all floors as per drawing including providing and fixing M.S. self taped screws at 600mm centre, polishing the veneered , teak wood surface with three coats of melamine polish of approved tint & shade over French polish including preparing the surface to get the desired finish all complete as per specification , drawings and as directed by the Engineer in Charge.
400
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Providing and fixing in position double/single leaf flush door shutters of solid block board core, 35 mm thick including ISI marked stainless steel butt hinges, 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 and with commercial ply finish on both faces providing and fixing under pressure with approved type adhesive including providing and fixing 2nd class teak wood rebate at meeting junction of shutters in case of double door shutters, 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.
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Single/Double leaf flush door shutter with teakwwod veener not less than 0.8mm on both sides and with three coats of melamine polish of approved tint & shade over French polish including preparing the surface to get the desired finish
15
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Providing and fixing factory made PVC door frame of approved manufacturer of size 50 x 47 mm with a wall thickness of 5 mm made out of extruded 5 mm rigid PVC mitered at corners and joined with 2 nos. of 150 mm long brackets of 15 x 15 mm MS square tube, the vertical door profiles to be reinforced with 19x 19 mm MS square tube of 19 guage. The door frame to be fixed to wall using sheet metal GSK screws of 65/100 mm size including providing and fixing Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles & rails shall be of size 75 mm x 30 mm having wall thickness 5 mm. The styles, top & bottom rails shall have one side wall thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33 mm x 17 mmx 1 mm, painted with primer , all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and the rails with a cavity, to receive single piece extruded 5mm PVC sheet as panel. The styles and rails will be mitred cut and joint with the help of PVC solvent cement & self driven self tapping screws. Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness 5 mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100mm x 8 mm providing and fixing aluminium fittings like hinges 3nos,Handles 150mm 2 nos and 2nos baby latches for each door complete as directed. For toilet doors.
10
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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 and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, 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 retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge.
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Frame size 65 x 100 mm
65
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Frame size 50 x 100 mm
25
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Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximumn toxicity index of 12 for 100 gms) having minimum density of 650 kg/ cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant. WPC 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 necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge including SS butt hinges and screws
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35 mm thick
50
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30 mm thick
15
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Supplying and fixing to wooden doors at and at all heights above plinth level approved 6/4 lever cylindrical mortice latch and 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.
15
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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.
15
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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.
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a) using 250 mm long, 10 mm shoot.
15
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b) using 150 mm long, 10 mm shoot.
10
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Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers for aluminium doors and a pair of lever handles of approved quality with necessary screws with ISI marking classic/ J.S.E. (ECIE) make or any approved equivalent complete as directed by EIC
15
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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.
15
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Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate with stainless steel cover plate minimum 1.25 mm thickness etc. complete as per the direction of Engineer-in-charge.
5
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Supplying only approved anodized extruded aluminium heavy quality butt hinges with S.S. pin generally conforming to IS specifications CLASSIC, JYOTHI make or approved equivalent make) of size 125 x 63 x 4 mm with cadmium plated wood screws of appropriate size etc., complete as directed.
45
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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.
15
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Providing and fixing factory made uPVC white colour sliding cum fixed glazed windows/ventilators comprising of uPVC multi-chambered frame three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm, 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), including providing and fixing double glazing made of 6mm thick toughened glass with a 15mm gap dully filled with argon,, 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 including providing and fixing double glazing made of 6mm thick toughened glass with a minimum 08 mm gap dully filled with argon. 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 including Single / double glass panes and silicon sealant.
Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.
125
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Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, with decorative lamination on both sides in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineerin-charge.
50
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GLASS DOOR/PARTITION- Providing and fixing glass door of 12mm thick of SAINT GOBAIN/ MODIGUARD clear toughened glass supported on OZONE/ DORMA approved patches as per the manufacturer's specifications including smothening/ grinding of the edges, filling the joints between glass clear sealant of GE or anyapproved make , lock, fixing glass Foster Stikering for glass door except floor spring, locks etc. complete as directed by EIC. (area of door to be measured for payment)
100
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X. PLASTERING AND POINTING :
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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.
250
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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.
1192
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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 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, 8 mm thick, final rendering, making necessary grooves, bands, drip moulds as required, finished smooth internal putty(lapam) of Birla/Jk of not less than thickness 1mm(one) thicknes) double steel/tubular scaffolding wherever necessary, hacking of concrete surfaces, curing, etc., complete as specified and directed.
1250
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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.
2500
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Providing Raised/Cut Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine river sand) including preperation of surface complete as specified and directed.
600
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Forming groove of uniform size from 12x12mm and upto 25x15mm in plastered surface as per approved pattern using wooden battens,nailed to the under layer including removal of wooden battens,repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-charge.
250
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XI. WATERPROOFING :
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Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:
(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.
(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.
(c) After two days of proper curing applying a second coat of cement slurry
using 2.75 kg/ sqm of cement admixed with water proofing compound
conforming to IS : 2645 and approved by Engineer-in-charge.
(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4
(1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.
350
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NOTE :- 1)The treatment shall be tested by ponding water for a period of 10 days. If due to location of rain water pipes the average thickness of treatment exceeds 110 mm for easy flow of water the extra brickbat coba will be paid as extra item and the rate for the same to be got approved from the Department before execution 2) The waterproofing treatment is to be guaranteed for bone-dry condition for a period of 10 years in the prescribed proforma. 3) The measurement for payment shall be the entire area of terrace covered by the treatment measured between brick/concrete parapets without plaster and the area of vatas calculated by taking the length of vatas and the height above the finished level of the terrace.
-
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Water proof plaster in cement mortar 1:3 ,with waterproofing compound make of ( M/s Fosroc , MBT, Sika, Sunanad aChemicals etc.) @ 2% by weight of cement including scaffolding, curing, hacking of concrete surfaces etc. Complete a) 15 MM thk for underground pits/drains etc.
125
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XII. PAINTING:
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Wall painting with premium acrylic emulsion paint of interior grade, 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 -Apcolite or equivalent in Pidilite, Johnson & Nicklson, Nerolac, berger brand, manufacture and shade over two coats of approved primer at all heights above plinth level including preparing the surfaces, scaffolding and cleaning, etc., complete and as directed.
1250
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Wall painting with premium acrylic emulsion paint of interior grade, 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 -Apcolite or equivalent in Pidilite, Johnson & Nicklson, Nerolac, berger brand, manufacture and shade over two coats of approved primer at all heights above plinth level including preparing the surfaces, scaffolding and cleaning, etc., complete and as directed. ON OLD SURFACE
500
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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 Advanced or 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 and filling 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
1200
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Painting exterior walls on sand faced plaster with two coats of textured exterior paint of Asian , Pidilite, Johnson & Nicklson, Nerolac, berger, of exterior quality , 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 and filling cracks or wherever required for external filler, curing, scaffolding, cleaning, etc., complete.
400
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XIII. MISCELLANEOUS ITEMS :
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Providing and fixing SS railing made out of commercial chromium steel tubes SS 304, of various diameters, of approved make, 2 mm wall thickness, pattern as shown in drawing/as directed including supplying or fabricating, fittings like SS bends, tees, etc., welding the pipes using TIG welding or any other approved method, grinding/buffing the welded joints smooth, erecting the railing in position in line, level and plumb, fixing tailing in position by grouting/or any approved system, cleaning, polishing the joints if required, scaffolding etc., complete all as specified and directed.
250
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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.
50
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Providing grouting (including tamping) for foundations, structures, equipments, base plates, anchor holes, etc., with non-shrink, free flow grout of shrinkhomp-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.
3
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Providing and fixing 160 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.
60
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Providing water proof brick bat coba with cement mortar 1:5 for filling in the depressed portions of toilets, bath rooms etc., as per the specifications of specialized waterproofing agencies and finishing the surface even so as to be suitable to receive the tiles etc.
25
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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.
-
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(a). 150mm NB NP-2
25
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(b). 300mm NB NP-2
25
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(c). 600mm NB NP-4
25
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Providing and fixing G.I. chain link fabric fencing, made of G.I. wire of dia not less than 4.00 mm 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.
250
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Providing and fixing machine moulded aluminium covering/flasing of approved pattern & design, made out of machine cut anodised aluminium sheet 2.5mm thick (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ceiling floors, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers 2 mm thick & 15 mm dia , at a staggered pitch of 200mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete as per direction of Engineer-in- charge.
155
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XIV. INTERNAL WATER SUPPLY:
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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 relevant IS/ASTM/BS code), 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, unions and other specials, supplying and fixing with hooks in wooden plugs or embedding in walls and floors, cutting pipes to required lengths, making connections, cutting chases or holes in walls with machine & making good the same, 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)
-
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For the following Nominal Bore (NB) pipe: 15 mm
50
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For the following Nominal Bore (NB) pipe: 20 mm
50
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For the following Nominal Bore (NB) pipe: 25 mm
25
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For the following Nominal Bore (NB) pipe: 40 mm
50
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For the following Nominal Bore (NB) pipe: 50 mm
25
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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.
-
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a) 20mm nb
5
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b) 25 mm n.b.
5
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c) 40 mm n.b.
2
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d) 50 mm n.b.
2
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Providing hoisting and installing at required elevation minimum three layered moulded HDPE cylindrical vertical water storage tanks of various capacities of Sintex 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 valve including making necessary supporting system complete as directed
6000
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XV. EXTERNAL SEWERAGE:
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Providing and fixing uPVC pipes of Ring Stiffness SN 8 & relevant fittings for underground drainage and sewer system of catgeory Type B and conforming to IS 16098 Part-1 , for all depths, correct grade, levels and alignment of following sizes and make M/s Ashirvad/Supreme or equivalent ,jointing with solvent weld or pushfit type for the external drainage system as per manufacturer specifications and encasing the pipe with 1:3:6 cement concrete. etc. and as specified and directed. Note :- The plain cement concrete will pe paid under relevant item
-
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110 mm dia
50
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160 mm dia
100
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Providing laying or fixing in position under floors or against walls centrifugally CAST (SPUN) IRON SOCKET AND SPIGOT SOIL, WASTE, VENTILATION PIPES and fittings like bends, offsets, tees tappers, collars, connectors, plugs, shoes, etc. conforming to IS:3989, including cost of all fittings, jointing materials, joining with tarred spun (Jute) yarn and molten pig lead caulking the joints, including testing, painting with two coats of approved paint over a coat of primer etc. complete.
-
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a) 75 mm n.b. pipes (with 1.8 kg of lead per joint)
25
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b) 100 mm n.b. pipes (with 2.2 kg of lead per joint)
50
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Providing and fixing in position best salt glazed STONE-WARE GULLY TRAP 150x150 mm square inlet and 100 mm n.b. outlet conforming to IS:651 including embedding the trap in 1:4:8 cement concrete.150mm x 150 mm C.I. grating at top, construction of brick masonry chamber 300 mm x 300 mm(internal) in 230 mm thick brick masonry in CM 1:6 over cement concrete of 150 mm thick bed of 1:4:8 embedding the trap, plastering with cement mortar 1:4, 20 mm thick on inside, outside and all exposed faces finished with a floating coat of neat cement, providing and fixing C.I. frame and cover weighing not less than 7 kgs, painting the grating, frame and cover with 2 coats of approved bitumastic paint etc. complete.
10
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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 if necessary 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 C.I. steps weighing not less than 3 ½ kg 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
-
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a) 450x600mm
5
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b) 600x900mm
5
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Extra over above item for depths beyond 900 mm of Rectangular chamber including providing and fixing C.I. steps weighing not less than 3 ½ kg each @ 300 mm C/C, staggered vertically and horizontally etc., as per specifications.
-
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a) 450x600mm
5
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b) 600x900mm
5
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Supplying and dry filling of aggregate of granite stone metal/chips including screening, depositing neatly in layers in Rain Water harvesting pits/Reverse filter bed.
-
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(a) Stone clips 50 mm
5
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(b) Stone clips 6 mm
5
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(c) Coarse sand
5
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Providing orange colour safety foot rest of minimum 6 mm thick plastic
encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) complete as per design.
50
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XVI. MISCELLANEOUS SANITARY ITEMS :
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Providing and fixing approved ORRISA PATTERN W.C. SUITE of M/s. Hindware or jaguar make comprising
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 GI overflow pipe with specials from cistern
1
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Providing and fixing EUROPEAN WATER CLOSET suite comprising Hind ware or jaguar :
a) WASH DOWN PATTERN 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 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 GI overflow pipe with specials from cistern to 150 mm above floor level painted and terminated with mosquito-proof perforated cap.
4
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Providing and fixing in position round/ oval shaped counter Hand Wash Basin with anti-splash rims, conforming to IS:2556 Part IV, to fit in exactly and neatly in the cutout in the marble/ granite stone finished R.C.C counter; including one 15mm dia CP brass pillar cock, rubber plug with C.P.brass chain, 32mm C.P.waste fitting of standard pattern type with 32mm dia G.I. bottle trap, cutting walls, counter etc. and making good the same, also including providing cut out in marble/ granite slab counter top (and R.C.C underneath) of exact size and shape for wash basin to fit in neatly and perfectly; making all connections, finishing etc. all complete. (Marble/ Granite counter top shall be paid seperately under relevant item of `Floor Finishing')
3
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Providing and fixing wash basinsize 630X450mm of M/s. Hindware/jaguar or approved equivalent of with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm 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
3
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Providing and fixing as per IS 2556 flat back half stall urinal of size 580x380x350 mm of M/s. Hindware or Jaguar make 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.
6
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Providing and fixing granite stone slab 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.
9
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Providing and fixing SS liquid soap dish/ container ofHindware or Jaguar in with CP brass brackets, cap etc., fixed to wall with CP brass screws, screwed on to wooden rawl plugs etc., complete as directed for all wash basins.
3
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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 for size given below.
3
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Providing and fixing C.P. brass TOWEL RODS of approved equivalent of size 600 mm x 20 mm with a pair of C.P. brass brackets, wall flanges etc., of Hinware or jaguar make fixed to wall with C.P. brass screws, screwed on to rawl plugs etc., complete.
3
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Providing and fixing 150mmx150mm recessed type Toilet Paper Roll Holder of M/s. Jaguar or Hindware make in Brass including cutting into wall making good the same complete.
3
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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.
6
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Providing and fixing CI NAHANI TRAP of self cleaning design of deep seal of over all depth of 150 mm and weight not less than 5.75 kgs with 75 mm outlet, having a minimum water seal of 50 mm with grating on top including necessary 1:2:4 cement concrete for embedding the trap, finishing interior portion of floor opening with cement plaster with float coat in CM 1:4 etc., complete with CP brass grating.
12
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Providing and fixing best quality colour glazed Stainless steel Soap dish, recessed type of Jaquar Cat. No. AHS -1531.
3
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Providing and fixing health faucet of size 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. Of quality and make as approved by Engineer - in - charge.
4
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Providing and fixing heavy quality fancy variety C.P. brass screw down CONCEALED TYPE STOP COCKS of Jaguar/ M/s. Bilmat/GEM/ ESSCO/Metro or approved equivalent make conforming to IS:8931 on G.I. lines of size 15 mm for shower.
15
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Providing and fixing heavy quality fancy variety C.P. brass screw down BIB TAPS/Push Tap/Two Way Bib Tap of M/S. Jaguar/Hindware make conforming to IS: 8931 on G.I. lines- size 15 mm.
5
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Providing and fixing CP brass long waste coupling 32 mm dia with PVC Flexible waste pipe of length not less than 800mm up to nahani trap.
10
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Providing and fixing approved type CP brass coat and hat hooks 2 Nos. (one unit) of approved pattern & shape fixed to wall/door shutter with suitable screws and plugs as required all as directed and specified.
6
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XVIII. ROAD WORK :
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Providing , laying, spreading and compacting graded stone aggregate (size range 53mm to 0.075mm) to wet mix macadam(WMM) specification including premixing the material wiith water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired dencity, complete as per specifications and directions of Engineer - in - Charge.
250
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Providing and Laying in position RMC of Ultratech, Aparna, Charminar make, of grade M20 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 size by alternate / staggered panels, placing concrete, consolidation, finishing, applying Two (2) coats of bituminous paint at the contact surfaces of construction joints, forming Expansion Joints of 12mm thick, providing necessary form work, curing, etc., complete as specified and directed for Pavements/road .
100
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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.
250
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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.
550
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Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
250
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Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge
250
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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).
15
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XVIII: DISMANTLING ITEMS:
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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.
50
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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
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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.
50
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Dismantling very carefully the existing RR masonry 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,
200
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Dismantling roof sheeting along with ridges, hips, valleys and gutters, including scaffolding and stacking the material within 50 metres lead.
150
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Dismantling very carefully the existing structural steel work at all levels in MS structural sections like angles, channels, MS plain/chequered plates, flats,MS gates 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
10
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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.
100
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Dismantling RC. Hume pipes including 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 for 600 mm nominal dia pipes
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a) Up to 600mm dia.
10
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b) Above 600mm dia.
10
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Removing soling from flooring/pavement, stacking useful materials like stones within 50m lead, disposing of unserviceable materials as directed.
50
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Removal of existing fire hydrant line of 50/80/100/150/200/250/300 mm n.b., including fire hydrant/ hoses/ box for keeping hoses etc. 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.
100
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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 250 m.
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a) Upto 150 mm dia.
10
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b) Above 150 mm dia up to 300 mm dia
10
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Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material and stacking as per EIC for all leads.
250
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Dismantling/Removing W.C. Pan/ Wash Basin/ Urinal other sanitary fitttings including all fixtures like valves , taps, waste couplings etc. complete of all sizes including disposal of dismantled materials i/c malba/ handing over of useful material to CMS stores all complete as per directions of Engineer-in- Charge
10
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Demolishing stone/ tile/IPS flooring including stacking of serviceable material and disposal of unserviceable material within any lead complete as per directions of Engineer-in- Charge
600
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Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking of serviceable material and stacking as per EIC for all leads.
50
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