INKEL Limited has published Alappuzha Heritage Project Renovation Of Lease Out Shed At New Model Coir Society Alappuzha Repair To Damaged Masonry Joinery Roofing Finishes Etc To Renovate The Building. Submission Date for this Tender is 21-07-2020. Shed Construction Tenders in Alappuzha Kerala. Bidders can get complete Tender details and download the document.
| Name of Work: Alappuzha Heritage Project - Renovation of Lease Out Shed at New Model Coir Society, Alappuzha | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | SH: - 1.00- DISMANTLING | |||
| 2 | 1.01 | 15.28.1: Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: G.S. Sheet | 250 | Sqm | |
| 3 | 1.02 | 15.28.2: Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: Asbestos sheet | 430 | Sqm | |
| 4 | 1.03 | 15.18: Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | 4390 | Kg | |
| 5 | 1.04 | 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. | 40.85 | Sqm | |
| 6 | 1.05 | 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) | 4 | Cum | |
| 7 | 1.06 | 14.83: Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-Charge. | 405 | Sqm | |
| 8 | 1.07 | Dismantling carefully Electric supply lines and pipe fittings including stacking serviceable materials within 50 metre lead as directed by Engineer in charge | 100 | Rm | |
| 9 | 1.08 | 15.3: Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge | 7 | Cum | |
| 10 | 2 | SH: - 2.00 - EARTH WORK | |||
| 11 | 2.01 | 2.8.1: Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 36.26 | Cum | |
| 12 | 2.02 | 2.25: Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 21.75 | Cum | |
| 13 | 3 | SH: - 3.00: WOOD WORK | |||
| 14 | 3.01 | 9.1.1: Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Second class teak wood | 0.3 | Cum | |
| 15 | 3.02 | 9.5.1.1: Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. 35 mm thick shutter | 4 | Sqm | |
| 16 | 3.03 | 9.70.1: Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete 125x64X1.90 mm | 8 | Each | |
| 17 | 3.04 | Providing and fixing stainless steel handle with stainless steel screws etc. complete 125 mm | 4 | Each | |
| 18 | 3.05 | Providing and fixing stainless steel towerbolt with stainless steel screws etc. complete 150 mm | 4 | Each | |
| 19 | 3.06 | Providing and fixing second class teak wood Eve boards of size 150 mm X 20 mm at the edges of rafter roof with necessary screws & per the existing design including charges for scafolding charges as directed by Engineer in Charge. | 103 | Rm | |
| 20 | 3.07 | 9.62.1: Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :300x16 mm | 1 | Each | |
| 21 | 4 | 4.00: RCC WORK | |||
| 22 | 4.01 | 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 (zone-III): 3 graded stone\naggregate 20 mm nominal size). | 12 | Cum | |
| 23 | 4.02 | 16.93: Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. | 36 | Sqm | |
| 24 | 4.03 | 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | 8 | Cum | |
| 25 | 4.04 | 5.9.1: Centering and shuttering including strutting, propping etc. and removal of form for all heights :Foundations, footings, bases of columns, etc. for mass concrete | 80 | Sqm | |
| 26 | 4.05 | 5.9.6: Centering and shuttering including strutting, propping etc. and removal of form for all heights : Columns, Pillars, Piers, Abutments, Posts and Struts | 99 | Sqm | |
| 27 | 4.06 | 5.22.6: Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete above plinth level.Thermomechanically treated bars of Fe-500 D or more | 960 | Kg | |
| 28 | 4.07 | 5.22A.6: Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. | 1440 | Kg | |
| 29 | 5 | 5.00: MASONRY WORK | |||
| 30 | 5.01 | Masonry with solid concrete blocks above plinth, 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 2005 Grade C) 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. | 34 | Cum | |
| 31 | 6 | 6.00: ROOFING WORK | |||
| 32 | 6.01 | 12.48: Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately). | 830 | sqm | |
| 33 | 6.02 | 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. | 45 | metre | |
| 34 | 6.03 | Providing & fixing on ceiling factory pressed clay decorative floral tile (under mangalore tile roof) of 320mm x 200 mm x12mm and as per approved pattern on timber frame work complete including extra lowering charge and scaffolding charges as directed by Engineer-in-Charge. (Timber frame work to be paid separately). | 830 | sqm | |
| 35 | 7 | 7.00: FLOORING WORKS | |||
| 36 | 7.01 | 4.1.8: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 8 | Cum | |
| 37 | 7.02 | 4.1.2: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). | 2 | Cum | |
| 38 | 7.03 | Providing and laying at all levels average 50mm 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 Nitoflor hard top of Fosroc 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 etc.,at basement area and other locations complete as directed by the Engineer in charge | 405 | Sqm | |
| 39 | 7.04 | 8.12.1: Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear 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 :Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | 8 | Sqm | |
| 40 | 7.05 | 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 | Rm | |
| 41 | 8 | 8.00: FINISHING WORKS | |||
| 42 | 8.01 | 13.1.1: 12 mm cement plaster: 1:4 (1 cement : 4 fine sand) | 370 | Sqm | |
| 43 | 8.02 | 13.7.1: 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) | 75 | Sqm | |
| 44 | 8.03 | 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). | 340 | Sqm | |
| 45 | 8.04 | Applying white or colour wash by mixing glue & indigo as per requirement three or more coats to surfaces such as walls,columns, ceiling etc, after scrapping and sand papering and preparing the surface smooth 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 special condition attached and test certificate of lime may be produced by the agency | 710 | Sqm | |
| 46 | 8.05 | 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 | 1260 | Sqm | |
| 47 | 8.06 | Aplying 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 . (MRF, sheenlac) | 9.6 | Sqm | |
| 48 | 8.07 | Finishing with anti-rust paint of approved brand (Rustolin or Equivalent) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work | 60 | Sqm | |
| 49 | 9 | 9.00: STEEL WORKS | |||
| 50 | 9.01 | 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. | 100 | kg | |
| 51 | 9.02 | 10.16.3: Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes | 26950 | kg | |
| 52 | 10 | 10.00: MISCELLANEOUS WORKS | |||
| 53 | 10.01 | 2.31: Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 30 | Sqm | |
| 54 | 10.02 | Trimming the tree branches shading to the existing building top upto 15m height by manual/mechanical means with necessary precautions and safety measures including stacking of servicable materials and disposal of unserviceable materials within a lead of 150 m. Girth upto 60cm | 4 | Each | |
| 55 | 10.03 | Trimming the tree branches shading to the existing building top upto 15m height by manual/mechanical means with necessary precautions and safety measures including stacking of servicable materials and disposal of unserviceable materials within a lead of 150 m. Girth from 60cm-90cm | 4 | Each | |
| 56 | 10.04 | 2.3.3.1: Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30 cm girth upto and including 60 cm girth | 1 | Each | |
| 57 | 10.05 | Supplying chemical emulsion in sealed containers including delivery as specified.BiFlex TC | 13 | Litre | |
| 58 | 10.06 | 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. | 114 | Rm | |
| 59 | 10.07 | 10.6.1: Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover | 8.52 | Sqm | |
| 60 | 10.08 | 26.35.2: Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineerin- Charge.\n(The payment shall be made on the basis of actual weight of approved grout injected.) Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made with Shrinkage Compensating Cement in concrete/RCC work. | 10 | kg | |
| 61 | 10.09 | Supplying following manpower for repairing damaged wooden windows, ventilators, doors, staicases etc. Carpenter & mason | 5 | each | |
| 62 | 10.1 | Supplying following manpower for repairing damaged wooden windows, ventilators, doors, staicases etc. Man Mazdoor | 5 | each | |
| 63 | 10.11 | Documenting the structure by means of photography and Videography before execution, during execution and after execution of individual work. | 1 | LS |
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