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Costs
EMD
₹ 50,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Summary
Alappuzha Heritage Project - Renovation Of Godown A And Lorry Shed (proposed Toilet Block) At Kerala State Coir Corporation, Alappuzha
Description
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Contact
Tender Id
2020_INKEL_395178_1Bid Award Id
ViewTender No
NIT/INKEL/ALP/2020-21/191 dated 27/10/2020Tender Authority
INKEL Limited ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
50.6.7.2 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.
21.04
-
-
6.13.2 : Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement : 4 coarse sand)
66.48
-
-
6.15 : Extra for providing and placing in position 2 Nos 6 mm dia M.S bars at every third course of half brick masonry.
67
-
-
4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
9
-
-
5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15sup0/sup landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
3.53
-
-
5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
423
-
-
5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
50
-
-
11.36 : Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
135.54
-
-
8.2.2.2 : Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias 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 sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm
186.24
-
-
8.12 : Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvillinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-charge.a. Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
12.4
-
-
8.2.2.1 : Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias 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 sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Granite of any colour and shadeArea of slab upto 0.50 sqm
72.39
-
-
8.3.2 : Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer -in-Charge.Granite work
89.62
-
-
8.5 : Extra for providing opening or required size & shape for wash basin/kitchen sink in kitchen platform, vanity counter and similar location in marble/granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.
8
-
-
Applying white or colour wash by mixing glue & indigo as per requirement three or more coats to surfaces such as walls,columns, ceiling etc, including necessary repairs to scratches etc. complete including cost and conveyance of all materials, labour, scaffolding etc. complete as directed by Engineer-in-charge. Preparation of lime may be as per specification no 11.7 and test certificate of lime may be produced by the agency
631.5
-
-
Plastering with lime mortar 1:2:9,(1cement:2 lime:9 fine sand )12mm thick using lime mortar and adequate quantity of herbals such as Jaggery, kadukka water and etc for old surface for traditional works including cost and conveyance of all materials, labour,scaffolding, curing, lead lift , etc complete at all levels and as directed by Engineer-in-charge.Preparation of lime may be as per specification no.6.0
353.65
-
-
Supplying and fixing FRP frames and shutters made of glass fibre conforming to IS:11551-1986, glass fibre rovings conforming to IS:11390-1985,isophthalic resin conforming to IS: 6746-1972, curing agents,accelerators, fillers, additives, fire retardants and pigments as specified. The frames shall be contact moulded by laying gelcoat at 500gm/m2 and laid over with two layers of FRP mat (one layer of 300 CSM mat and one layer of 450 CSM mat). The CSM mat shall be bonded with isophthalic resin and fillers of additives by weight. The edges shall be sealed with gelcoat and FRP mat to obtain smooth finish. The frames shall have an overall size of 100x63mm including the thickness of FRP and shall be filled with seasoned treated rubber wood on the inside. Suitable depressions shall be made in the door frames for receiving the fixtures such as hinges, mortice lock as well as 30mm door shutter. (one number mortice lock at the centre and three numbers of 100mm heavy duty stainless hinges). The rate shall include providing and fixing frames of approved colour for, providing and fixing 6 Nos. of flat iron hold fast of size 300mmx30mmx3mm using stainless steel screws, fixing in PCC 1:2:4 blocks, finishing the joints to match the surroundings and finishing the frames by buffing and polishing with wax as directed. (The contractor shall supply 1 No. of frames free of cost for every 10 Nos. of frames supplied at site or part thereof for destructive testing) The shutter shall be contact moulded by laying gelcoat at 500gm/m2 and laid over with two layers of FRP mat (one layer of 300 CSM mat and another layer of 450 CSM mat) for each of the web (panels) and two layers of FRP mat (one layer of 300 CSM mat and another layer of 450 CSM mat) for the flange portion (rails and styles). The CSM mat shall be bonded with isophthalic resin in the ratio of not less than 1:2 (one part of mat : 2 part of isopthalic resin and fillers and additives) by weight. The edges shall be sealed with gelcoat and FRP mat to obtain smooth finish. The shutter/frames shall have an overall thickness of 30mm with a width of 100mm for outer frames and 80mm for resin frames (as per drawings enclosed). The shutter frames shall be provided with treated and seasoned rubber-wood on the insides to receive the tower bolts, handle, mortise lock, hinges, door closers, etc. at specified locations. Suitable depressions shall be made in the shutter frames for receiving the hinges and concealed mortise locks. The rates shall include providing and fixing shutter ofapproved colour in the frames already provided and fixed, including fittings such as stainless steel hinges hinges, 2 numbers 150x10 mm stainless steel tower bolts, handles, door closers, mortice locks, etc. The shutter shall be buffed and polished with wax as directed. The thickness of FRP laminate of hollow rails and styles shall be minimum 2mm and thickness of FRP laminate used for panel in shutter shall be minimum 3mm. (Mode of measurement: Length shall be taken as back to back of outer frame and the height shall be taken from the Sill to the top of the outer frame)
23.73
-
-
Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
32
-
-
Supplying chemical emulsion in sealed containers including delivery as specified. BiFlex TC.
20
-
-
Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Along the external wall below concrete or masonry apron using chemical emulsion as per manufacturers specification including drilling and plugging holes etc.:With Biflex TC 0.05 concentration.
95
-
-
Providing and installing Aluminum Turbo Ventilator (24*28inch) with GI Flat Base (90cm * 90cm) & top cover (inner) made of Galvanized 0.50 mm thickness and top cover (outer) made of ALU Zinc Coated Steel 0.35 mm thick and having double ball bearing rotation technology. The cost is including material, labour, delivery at site, installation and all applicable charges as per the direction of Engineer in Charge
3
-
-
WATER SUPPLY & SANITARY INSTALLATION
-
-
-
Providing, fixing, testing, and commissioning at site Disabled Toilet, Complete Set, including White Floor Mounted Water Closet, Suitable standard flushing cistern with internal fittings, Lid, Antimicrobial Soft close Seat Cover etc, Wash basin, Half Pedestal for wash basin, Clinical Single Lever Basin Pillar tap and with 1 Set of Hinged hand rail 750mm. long, 2 Set of Grab Rail, each of 600mm. long, and with all necessary accessories and fixed with Brackets Expansion/ Rawl Sleeves, Stainless Steel/ Brass Bolts/Screws, Nuts, Washers etc, including cutting and making good the walls and floors wherever required. including, all as per manufacturer's instruction and to the approval of Engineer-in-charge. CERA CRUSE set or Equivalent
1
-
-
17.1.1 : Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litter low level white P.V.C.flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever require:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
11
-
-
17.80 : Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx.size 610x390x370 mm having pre & post flushing with water ( 250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer - in-charge.
5
-
-
Providing and fixing Counter top / Below counter wash basin, 32 mm C.P. brass waste of standard pattern, and fixing to counter with suitable fixtures, all as per manufacturer's instruction, cutting and making good the walls wherever require:<br>White Vitreous China Counter Top / Bottom Lavatory, 560 x 410 mm or equal JAQUAR FLS-WHT-5701 or Equivalent
7
-
-
Providing, fixing, testing, and commissioning at site 15mm. CP Pillar Tap, (overall dimensions:110x120mm. or equal ) for Wash Basin, including all necessary accessories, all as per manufacturer's instructions and to the approval of the Engineer-in-charge. <br>JAQUAR CON-021KN or Equivalent
7
-
-
18.53.1 : Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS: 893115 mm nominal bore
12
-
-
Providing and fixing frameless mirror, with all four edges machine polished and back side protected with safety film and 4 mm thick white fiber board backing and fixed on walls with mirror screws. The rate includes lifting, cutting etc. as per design and drawing.
8
-
-
18.51.1 : Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore
12
-
-
50.17.1.1 : Supplying and fixing Stainless steel soap dish including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge.
3
-
-
18.21.2.1 : Providing and fixing uplasticised PVC connection pipe with brass unions:45 cm length15 mm nominal bore
14
-
-
50.17.1.3 : Supplying and fixing CP Towel rod 60cm or nearest available length including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge.
3
-
-
50.17.1.5 : Supplying and fixing CP Health Faucet superior quality ( Jagur or equvalent make ) including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge.
12
-
-
od129182/2019_2020 : Providing and Fixing uPVC Floor Traps with deep seal including all inlet and outlet connections to pipes using solvent cement, complete. Multi Inlet Trap 110 x 75 x 50mm size x 178mm. Deep.<br>
8
-
-
Providing and Fixing, water test and commission Drainage Vertical Stacks with uPVC SWR Pipes (IS 13592) Type - B, and Rubber Ring Seal (IS 5382) moulded PVC fittings (IS 14735) such as bends, tees, couplers, Y-junctions, reducers, adaptors, sockets, end plugs etc. jointed and fixing in position with approved G.I. Supporting Systems consisting of slotted rails, clamps, fasteners, hanging rods, bolts nuts etc, as per requirement, including cutting, chasing, drilling etc, in Block Walls etc, wherever required and making good walls, floors, duct etc. Core Cutting in RCC Structure shall measured separately. - 110mm. O.D.
30
-
-
Providing and Fixing, water test and commission Drainage Vertical Stacks with uPVC SWR Pipes (IS 13592) Type - B, and Rubber Ring Seal (IS 5382) moulded PVC fittings (IS 14735) such as bends, tees, couplers, Y-junctions, reducers, adaptors, sockets, end plugs etc. jointed and fixing in position with approved G.I. Supporting Systems consisting of slotted rails, clamps, fasteners, hanging rods, bolts nuts etc, as per requirement, including cutting, chasing, drilling etc, in Block Walls etc, wherever required and making good walls, floors, duct etc. Core Cutting in RCC Structure shall measured separately. - 75mm. O.D.
32
-
-
50.18.8.6.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 50 mm pipe 6 kgf/cm2
20
-
-
Providing and Fixing, water test and commission Vent system Ceiling Void and Vertical Stacks with uPVC SWR Pipes (IS 13592) Type - A, and Rubber Ring Seal (IS 5382) moulded PVC fittings (IS 14735) such as bends, tees, couplers, Y-junctions, reducers, adaptors, sockets, end plugs, Vent cowl etc. jointed and fixing in position with approved G.I. Supporting Systems consisting of slotted rails, clamps, fasteners, hanging rods, bolts nuts etc, as per requirement, including cutting, chasing, drilling etc, in Block Walls etc, wherever required and making good walls, floors, duct etc. Core Cutting in RCC Structure shall measured separately. - 75mm. O.D.
33
-
-
Providing and fixing Under Ground Drainage Pipe Work with uPVC Pipes 6kg/cm² (IS: 4985) including all fittings. This includes jointing of pipes & fittings with one step PVC solvent cement, trenching, with required slopes, as specified, and kept in position with masonry supports, thrust blocks, anchors, testing of joints & Refilling complete as per direction of Engineer in Charge.- 110mm. O.D.
60
-
-
Providing and fixing Under Ground Drainage Pipe Work with uPVC Pipes 6kg/cm² (IS: 4985) including all fittings. This includes jointing of pipes & fittings with one step PVC solvent cement, trenching, with required slopes, as specified, and kept in position with masonry supports, thrust blocks, anchors, testing of joints Refilling complete as per direction of Engineer in Charge - 160mm. O.D.
30
-
-
18.8.2 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes& fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc.20 mm nominal outer dia pipes
80
-
-
Providing, Fixing at site in position uPVC Pipes (as per ASTM D – 1785 sch-40 ) of approved make For Cold Water Supply, complete with all necessary (ASTM D – 2466/2467) fittings (elbows, unions, tees, reducers, couplings, nipples etc) (External / Inshaft) 40 mm nominal outer dia pipes
60
-
-
Providing, Fixing at site in position uPVC Pipes (as per ASTM D – 1785 sch-40 ) of approved make For Cold Water Supply, complete with all necessary (ASTM D 2466/2467) fittings (elbows, unions, tees, reducers, couplings, nipples etc) (External / Inshaft) 50mm nominal outer dia pipes
20
-
-
18.10.4 : Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work- Exposed on wall 32 mm dia nominal bore
15
-
-
18.10.5 : Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work- Exposed on wall40 mm dia nominal bore
5
-
-
Supply, fix at site in position, test and commission, Forged Brass Ball Valves. PN;25, complete with all necessary accessories. 20mm. (¾)
16
-
-
Supply, fix at site in position, test and commission, Forged Brass Ball Valves. PN;25, complete with all necessary accessories. 25mm.
2
-
-
Supply, fix at site in position, test and commission, Forged Brass Ball Valves. PN;25, complete with all necessary accessories. 40mm. frac12
3
-
-
Supply, fix at site in position, test and commission, Forged Brass Ball Valves. PN;25, complete with all necessary accessories. 50mm. (2)
1
-
-
Providing,constructing and fixing square-mouth PVC gully trap PN-06 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:<br>150 x 100 mm size P type With sewer bricks conforming to IS : 4885
12
-
-
19.7.1.2 : Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size,) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) finished with a floating coat of neat cement complete as per standard design:Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weigh of cover 23 kg and weight of frame 15 kg):With Sewer bricks conforming to IS : 4885
14
-
-
19.8.1.2 : Extra for depth for manholesSize 90x80 cmWith Sewer bricks conforming to IS : 4885
7
-
-
Providing, Fixing at site in position uPVC Pipes (as per ASTM D – 1785 sch-40 ) of approved make for Cold Water Supply, complete with all necessary (ASTM D – 2466/2467) fittings (elbows, unions, tees, reducers, couplings, nipples etc) (External / Inshaft) 32 mm nominal outer dia pipes
32
-
-
18.48 : Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
2000
-
-
Supplying and installing ready made PVC Septic tank including the cost of carriage, trenching, placing at the level below ground level as specified as per the direction of engineer in charge (Provision for CC/RCC/Sand/06mm aggregate for the preparation of bed shall be paid separately) 3. 25 to below 35 flush capacity
1
-
-
Godown A - DISMANTLING
-
-
-
15.31 : Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
1495.13
-
-
15.28.1 : Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet
1177.56
-
-
Dismantling and removing the wrought and framed work of timbers in roof,brackets doors,windows and floors including removing cleats and wooden nails end of balustrades including lowering, stacking the useful materials and disposal of debris etc including extra lowering charge and scaffolding charges complete within a distance of 50m.
15.82
-
-
15.18 : Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates,boltd, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
22895.68
-
-
Dismantling and removing any thickness of walls in laterite or bricks in lime or cement mortar including disposal of debris within a distance of 50 m etc. complete
29.94
-
-
15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
17.19
-
-
15.41 : Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead.
493.61
-
-
16.83 : Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
925.37
-
-
15.2.1 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
50.51
-
-
Dismantling carefully Electric supply lines and pipe fittings including stacking serviceable materials within 50 metre lead as directed by Engineer in charge
500
-
-
15.12.1 : Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below
16
-
-
15.12.2 : Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead: Of area beyond 3 sq. metres
10
-
-
14.17 : Raking out joints in lime or cement mortar and preparing the surface for re- pointing or re plastering, including disposal of rubbish to the dumping ground within 50 metres lead.
338.94
-
-
Removing the paint from old timber surfaces using chemical paint remover like methylene chloride etc (not with sodium hydroxide) method and cleaning surfaces with sand paper, cotton waste, etc. including cost and conveyance of all materials ,labour charges,scaffolding etc as per the specifications no. 4.2.2 attached
863.92
-
-
14.43 : Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
3319.92
-
-
15.60 : Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved
112.67
-
-
WOOD WORK
-
-
-
Fixing available well seasoned second class teak wood members in places of damaged one and already removed from position such as door and window frames, rafters, ridge, wall plate, collar, collar pin, flooring joists etc including all labour for ornamental cutting, steps, moulding etc. wherever necessary as per the existing size and shape using already dismantled departmental roof members including all scaffolding charges.
7.07
-
-
Providing and fixing well seasoned second class teak wood roof members in places of damaged one and already removed from position such as rafters, ridge, wall plate,collar, collar pin, flooring joists etc including all labour for ornamental cutting, steps, moulding etc. wherever necessary as per the existing size and shape including all scaffolding charges.Wooden members has to undergo seasoning and season certificate may be produced. as per 4.3 of special condition attached
8.34
-
-
9.5.1.1 : Providing and fixing panelled or panelled and glazed shutters for shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessery screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer - in-charge.Second class teak wood35 mm thick shutters
20.2
-
-
9.5.1.2 : Providing and fixing panelled or panelled and glazed shutters for shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessery screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer - in-charge.30 mm thick shutters
58.42
-
-
9.7.1 : Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured), Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick:Second class teak wood
56.84
-
-
Providing and fixing second quality teak wood reepers of required size after cutting, shaping,making Columb/special lap joint and providing the same in position including cost of all materials as directed by Engineer in charge
5.78
-
-
Fixing available second class teak wood reepers using departmental reepers after cutting, sizing making columb/special lap joint and providing the same in position with new nails including all cost of fixing etc as directed by Engineer in charge.
2.78
-
-
14.6.1 : Renewing glass panes, with wooden fillets wherever necessary:Float glass panes of thickness 4 mm
46.74
-
-
9.25.1 : Extra if louvers (not exceeding 0.2 sqm) are provided in flush door shutters (overall area of door shutters to be measured)Decorative type door
25
-
-
Supplying and fixing up to 40 mm thick teak wood planks for ceiling/flooring over the joists and secondary already fixed using 60 mm GI screws and removing the decayed ceiling planks etc. complete.First floor<br>
4.33
-
-
Gaps between the timber planks to be covered from the bottom providing 2nd class teak wood timber member of size 50x25 mm as per the direction of Engineer in charge
936.41
-
-
Supplying, drilling/cleaning hole and fixing appropriate length of ETA Approved HRD anchor suitable for fastenings on concrete & masonry wall. Anchor should comprise of Polyamide PA 6 grade sleeve and double threaded 6.8 grade countersunk head double threaded screw made of carbon steel galvanized to minimum 5 microns. Insulation foams should be used to fill the gaps between frame & base material. Fixing methodology to be followed as per manufacturers guidelines. All work as per the direction of Engineer in charge
50
-
-
Providing and fixing 4 inch antique brass finish hinges of approved quality with necessary screws etc complete:
98
-
-
Providing and fixing 5 inch antique brass finish hinges of approved quality with necessary screws etc complete:
64
-
-
14.35.2 : Providing and fixing finished brass hard drawn hooks and eyes:250 mm
99
-
-
9.66.1 : Providing and fixing ISI marked oxidised M.S. handles conforming to IS : 4992 with necessary screws etc. complete:125 mm
26
-
-
9.66.2 : Providing and fixing ISI marked oxidised M.S. handles conforming to IS : 4992 with necessary screws etc. complete:100 mm
55
-
-
14.85 : Taking out existing wooden door shutter, repair by cutting, painting etc. andrefixing of repaired door shutters to existing door frames, including replacementof hinges with screws, etc. as required, all complete as per the direction of theEngineer-in-charge.
25
-
-
10.2 : Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
900
-
-
Providing and fixing staircase and balcony hand rail using teak wood planks of specified size including cost and conveyance of all materials ,labour charges etc complete as directed by Engineer in charge and as per the drawing.
3.06
-
-
CONCRETE WORK
-
-
-
4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
61.04
-
-
5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
8.2
-
-
5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
5.29
-
-
5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15sup0/sup landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
6.84
-
-
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
15.9
-
-
5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
27.9
-
-
5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
25.67
-
-
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
41.6
-
-
5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
68.74
-
-
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
2674.8
-
-
MASONRY WORK
-
-
-
Laterite masonry in lime mortar 1:2:9(1cement:2 lime:9 fine sand ) using existing size or nearest available size of laterite for superstructure.including cost and conveyance of all materials, labour,scaffolding, curing, lead lift , etc complete at all levels and as directed by Engineer-in-charge.
6
-
-
Masonry with solid concrete blocks above plinth in blocks of size 30x15x20cm, grade D of block density not less than 1800 kg/cum and average compressive strength of 4 N/mm2 and minimum strength of individual blocks 3.2 N/mm2 (as specified in IS 2185 part I 1979 Grade D) blocks constructed with cement mortar 1:6 for 20cm thick walls including cost and conveyance of all materials to site, labour charges, hire and labour for scaffolding, curing etc complete. Upto Floor 5 level
22.41
-
-
50.6.1.5 : Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
22.41
-
-
ROOFING WORK
-
-
-
Labour charge for Roofing with departmentaly supplied MP roofing tiles including extra labour with raised up mughappu, false ceiling, obstructions, additional works in valleying areas etc. including necessary scaffolding complete as per the instruction of engineer in charge
900
-
-
Providing and laying approved make, MP tiles of 320 mm or nearest size over reeper bands (already done) to correct lines and levels including the cost, conveyance of all materials etc. including scaffolding charges complete as directed by Engineer-in-charge.
976.14
-
-
Labour charge for Laying available departmental MP hip and ridge tiles set in lime mortar (1: 1/2:8) including finishing edges using red oxide powder etc. including necessary scaffolding complete as per the instruction of engineer in charge.
44.27
-
-
Providing and laying MP hip and ridge tiles 1st class set in surki mortar (1: 1/2:8) including finishing edges, etc. complete as directed by Engineer-in-Charge.
18.97
-
-
Providing fixing on ceiling factory pressed clay decorative floral tile (under mangalore tile roof) of 320mm x 200 mm x 12mm andnas per approved pattern on frame work complete including scaffolding charges as directed by Engineer-in-Charge.(frame work to be paid separately).
1849.14
-
-
Providing valleys of 90 cm wide overall in plain 20 Guage Aluminium sheet fixed properly with neat finish complete as directed by Engineer in Charge
20.28
-
-
Cleaning MP tiles, hip and ridge tiles by removing water weeds, fungi etc using wire brush and lime water and stacking the tiles properly as per the direction of Engineer in Charge
900
-
-
FLOORING WORKS
-
-
-
Providing and laying Polished cement concrete flooring over 50 mm min thick VDF monolithic flooring laid to slope as per requirements, comprising of 1 portion of cement and 2 parts of coarse sand and 4 parts of 12.5 mm down size stone aggregate by volume . The floor shall be laid in panels formed with the PVC strips of 35 mm x 6 mm of size not more than 10 sq.m. (one side not exceeding 3 m) including sprinkling non-metallic (chemical) floor hardener at the rate of 3 Kg/sqm. before final machine trowelling and finishing as per manufacturer's specification and as per approved layout and curing etc. including all labour, material, plant & equipment complete as directed by the Engineer in charge( Rate inclusive of Polished Cement Concreting, VDF flooring ,preparation of surface etc)
1229.24
-
-
7.38.1.1 : Stone tile work for wall lining upto 10 m height with special adhesive over 12mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade.8 mm thick (mirror polished and machine cut edge)Granite stone of any colour and shade
19.84
-
-
8.3.2 : Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer -in-Charge.Granite work
10
-
-
Providing and applying flooring plaster with cement plaster 1:3 (1 cement and 3 fine sand) 15mm thick in two coats including a flushing coat of white/grey cement @ 2.2 kg/SQM)including mixing of approved quality red/black oxide powder mixed with white/grey cement (as per manufactures specification or Engineers direction) .including cost and conveyance of all materials,labour, curing, etc.as directed by the Engineer-in-charge at all levels.
31.92
-
-
FINISHING WORKS
-
-
-
Plastering with lime mortar 1:2:9,(1cement:2 lime:9 fine sand )12mm thick using lime mortar and adequate quantity of herbals such as Jaggery, kadukka water and etc for old surface for traditional works including cost and conveyance of all materials, labour,scaffolding, curing, lead lift , etc complete at all levels and as directed by Engineer-in-charge.Preparation of lime may be as per specification no.6.0
338.88
-
-
13.7.2 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
12.96
-
-
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
103.72
-
-
13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
44.41
-
-
13.11 : 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 ( 1 cement : 6 fine sand).
154.88
-
-
13.17 : 6 mm cement plaster 1:3 ( 1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams.
65.91
-
-
13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
230
-
-
13.52.1 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
200
-
-
Applying sealer compound after Preparing the surface/cracks with suitable wooden fillets after cleaning and smoothing the surface and grooves with special chisel/tools applying 1 or more coat of wooden filler diluted in special thinner.Entire surface will be sand papering smooth manually without disturbing the wooden carving details.Then Apply second coat of wooden filler and sand papering smoothly.Then the entire surface will be applied with two or more coat of sealer compound
248.84
-
-
Applying white or colour wash by mixing glue & indigo as per requirement three or more coats to surfaces such as walls,columns, ceiling etc, including necessary repairs to scratches etc. complete including cost and conveyance of all materials, labour, scaffolding etc. complete as directed by Engineer-in-charge. Preparation of lime may be as per specification no 11.7 and test certificate of lime may be produced by the agency
3388
-
-
Applying sealer compound one or more coat ( MRF, sheenlac etc.) after filling cracks and undulations in wood work with suitable wooden fillets then cleaning and smoothing the surface with special chisel/tools then sandering with suitable sandering paper so as to get a uniform smooth surface for applying sealer compound in roof members like rafter,wallplates,reeper etc upto 10m height including cost of scaffolding etc complete job as per the direction of Engineer in charge<br>
2403.88
-
-
Filling the major cracks by providing and applying approved products like Asian Paints-Smartcare Hybrid PU Sealant in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable method including cutting of nipples after curing etc. complete as per directions of Engineerin- Charge.
100
-
-
Removing Rust using Rustolin or Equivalent at all locations by applying as per manufacturer's specifications and cleaning throughly etc complete On steel work
850
-
-
STEEL WORK
-
-
-
9.48.2 : Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc
500
-
-
10.1 : Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
603.69
-
-
10.16.1 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
631.36
-
-
10.26.1 : Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.M.S. tube
480
-
-
MISCELLANEOUS WORKS
-
-
-
2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
35.75
-
-
22.23.1 : Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineerin- charge. The product performance shall carry guarantee for 10 years against any leakage.For vertical surface two coats @0.70 kg per sqm
31.04
-
-
22.23.2 : Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineerin- charge. The product performance shall carry guarantee for 10 years against any
leakage.For horizontal surface one coat @1.10 kg per sqm.
5.87
-
-
Providing anti-termite treatment to the useable members of wooden doors, windows and reapers, beams and rafters of roof ceiling etc. with two coat Biflex TC chemical diluted with kerosene or Turpentine after properly cleaning the wooden members etc complete conforming to manufacturer's specifications and as directed by the Engineer-in-charge.
2660
-
-
14.72 : Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done .
200
-
-
Supplying chemical emulsion in sealed containers including delivery as specified. BiFlex TC.
18.68
-
-
Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Along the external wall below concrete or masonry apron using chemical emulsion as per manufacturers specification including drilling and plugging holes etc.:With Biflex TC 0.05 concentration.
166
-
-
Supplying manpower: Painter
15
-
-
Supplying manpower: Man Mazdoor
15
-
-
Supplying manpower: Carpenter
10
-
-
Supplying manpower :Mason
10
-
-
Supplying manpower: Wood Cutter
15
-
-
Documenting the structure by means of photography and Videography before execution, during execution and after execution of individual work.
1
-
-
ELECTRICAL WORKS
-
-
-
Supply installation, testing and commissionin of following capacity, gearless with machine room less type passenger lift of 1 M/s Speed with all accessories, control equipment for a total travel of 8 Meters Approx. with 2 landing/stops (Ground + 1st floor) and 2 opening, fully motorized doors as per the detailed specification mentioned. The lift shall be with emergency alam device, emergency light with UPS backup, overload protection, advance door opening, Re-leveling operation facility, automated fan and light controls, LED Stop disply on top of door side, Rescue operation to the next landing while door operation failure and lift stopped out of level zone etc. <br>All landing shall be with entrance frame, landing doors of stain less steel in 304 grande, hall indicators, hall call box with face plate and landing sill etc with all accessiories required for complate installation as required as per the standard and requirements. The scope of also include necessary approvals from concerened authority. Necessary shaft lighting and power sockets shall also be included in the scope of work including supply off necceasry materials for shaft lighting and power sockets like bulk head light of approve make, swich socket, conduit wire etc.<br>Speed - 1 M/s<br>Type of drive - Gearless<br>Travel distance - 8 Meters Approx.<br>No of stops/landings and opeings - 2<br>Car ceiling - Stainless Steel Finish in 304 Grade<br>Car flooring - Granite Flooring<br>Car Illumination - LED Light Fittings of approved make<br>No of entrance - One Location In Front<br>Car entrance - Automatic Centre Opening Doors in Stainless Steel Finish in 304 Grade<br>Door safety - Full Length Infra Red Light Curtain<br>Landing Entrance Automatic Side Opening Doors in SS Stainless Steel Finish in 304 Grade<br>Car Indicator - KDS 300 Dot-matrix Red Display<br>Passenger Lift - 8 Pax, 544 kgs
1
-
-
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