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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 CrAdmitted-Finance | ₹4.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.9 CrAdmitted-Finance | ₹4.9 Cr | L2 | Admitted-Finance |
| 3 | L3₹7.0 CrAdmitted-Finance MUMBAI 400023 | MUMBAI | MAHARASHTRA | 400023 | ₹7.0 Cr | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/S ravindra kumar L1 | khandelwal construction company L2 | Savani Heritage Conservation Pvt Ltd L3 |
|---|---|---|---|---|---|---|
| 1.00 | Removal of jungle grass / creepers from the terrace and other parts of the monument / abbuting monumnet, including uprooting of rank vegetation, grass, bush wood, and saplings and removal of rubbish upto a lead of 100 mts. Without damaging the monument/ its historic fabric. | 5.1 | 100 SQM | - | - | - |
| 2.00 | De vegetation from the monuments by chemical injection of Round Up (arsenic base) compound and subsequently uprooting of all girth and any height by physical means without damaging the historic fabric and structure of the building under strict supervision of conservation architect/site incharge, removal of rubbish up to a distance of 50 m outside the periphery of the area cleared, complete. | 180 | SQM | - | - | - |
| 3.00 | Careful earthwork in excavation over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 Sqm on plan) including disposal of excavated earth, lead upto 50 mts and lift upto 1.5m; disposed earth to be levelled and neatly dressed, for all kind of soil | 70 | CUM | - | - | - |
| 4.00 | Filling available excavated earth (excluding rocks) in trenches, plinths, sides of foundations etc. not exceeding 20cm in depth; consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m | 35 | CUM | - | - | - |
| 5.00 | Careful demolition of cement concrete( below any finishing layer sand stone/ basalt stone / ceramic /vinayal flooring) ,steps,blockadge manually including disposal of material within any lead as per direction of Engineer - in charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)at all heights inclusive of all leads/ lifts required to undertake the work without damaging the historic fabric of the building .materials upto a 50 m lead. | 182 | CUM | - | - | - |
| 6.00 | Careful demolition of moduler/ lakhori/traditional (of any brick size) brick work manually in lime /cement mortar including stacking of serviceable material and disposal of unserviceable material within any lead as per direction of Engineer-in-charge at all heights inclusive of all leads/ lifts required to undertake the work without damaging the historic fabric of the building . | 890 | CUM | - | - | - |
| 7.00 | Careful scraping and removing of multiple layers of white wash enamel paint , distemper, oil paint, algae, etc. from plain plaster and surfaces gently with care to keep old designs intact .as per prescribed process and specification . Item includes cost of safety measure /use of specified equipment for workers required to complete the work.(Overall length and width will be measured for the purpose of payment) | 1,080 | SQM | - | - | - |
| 8.00 | Careful dismantling of old lime plaster/cement plaster from walls of the heritage structure without damaging the stone work/brick work /historic fabric of the building including raking out of joints and cleaning the surface thoroughly. Item includes cost of safety measure /use of specified equipment for workers required to complete the work and disposal of rubbish in the dumping ground/ work yard within the site by manual means including all leads, lifts and carriage as per direction of architect/engineer incharge.(Overall length and width will be measured for the purpose of payment) | 4,320 | SQM | - | - | - |
| 9.00 | Careful dismantling of old lime plaster/cement plaster from ceiling of the heritage structure without damaging the stone work/brick work /historic fabric of the building including raking out of joints and cleaning the surface thoroughly. Item includes cost of safety measure /use of specified equipment for workers required to complete the work and disposal of rubbish in the dumping ground/ work yard within the site by manual means including all leads, lifts and carriage as per direction of architect/engineer incharge.(Overall length and width will be measured for the purpose of payment)) | 485 | SQM | - | - | - |
| 10.00 | Careful removal of doors, windows and clerestory window shutters (steel or wood)very carefully with out damaging the structure, including stacking within 50 metres lead : Of area 3 sq. metres and below | 175 | EACH | - | - | - |
Tender Value
₹5.7 Cr
EMD Value
₹11.4 L
Closing Date
8 Jun 2020, 4:00 pmClosed
Rajesh Bhagat
Executive Engineer MMJHS
Conservation of Mahal of Raja Ram Singh Queens at Mubarak Mandi Palace Complex, Jammu.
2020_Tourm_96982_1
MMJHS/04
Open Tender
Civil Works
450 days
Jammu
Please refer Tender documents.
4 documents required · 4 mandatory
₹6,000
Yes
0211040500010424 JK BANK Chowk Chabutara, Jammu
₹11.4 L
Yes
4 Jul 2020
18 May 2020
9 Jun 2020
19 May 2020
8 Jun 2020
19 May 2020
Amount
Removal of jungle grass / creepers from the terrace and other parts of the monument / abbuting monumnet, including uprooting of rank vegetation, grass, bush wood, and saplings and removal of rubbish upto a lead of 100 mts. Without damaging the monument/ its historic fabric.
De vegetation from the monuments by chemical injection of Round Up (arsenic base) compound and subsequently uprooting of all girth and any height by physical means without damaging the historic fabric and structure of the building under strict supervision of conservation architect/site incharge, removal of rubbish up to a distance of 50 m outside the periphery of the area cleared, complete.
Careful earthwork in excavation over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 Sqm on plan) including disposal of excavated earth, lead upto 50 mts and lift upto 1.5m; disposed earth to be levelled and neatly dressed, for all kind of soil
Filling available excavated earth (excluding rocks) in trenches, plinths, sides of foundations etc. not exceeding 20cm in depth; consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m
Careful demolition of cement concrete( below any finishing layer sand stone/ basalt stone / ceramic /vinayal flooring) ,steps,blockadge manually including disposal of material within any lead as per direction of Engineer - in charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)at all heights inclusive of all leads/ lifts required to undertake the work without damaging the historic fabric of the building .materials upto a 50 m lead.
Careful demolition of moduler/ lakhori/traditional (of any brick size) brick work manually in lime /cement mortar including stacking of serviceable material and disposal of unserviceable material within any lead as per direction of Engineer-in-charge at all heights inclusive of all leads/ lifts required to undertake the work without damaging the historic fabric of the building .
Careful scraping and removing of multiple layers of white wash enamel paint , distemper, oil paint, algae, etc. from plain plaster and surfaces gently with care to keep old designs intact .as per prescribed process and specification . Item includes cost of safety measure /use of specified equipment for workers required to complete the work.(Overall length and width will be measured for the purpose of payment)
Careful dismantling of old lime plaster/cement plaster from walls of the heritage structure without damaging the stone work/brick work /historic fabric of the building including raking out of joints and cleaning the surface thoroughly. Item includes cost of safety measure /use of specified equipment for workers required to complete the work and disposal of rubbish in the dumping ground/ work yard within the site by manual means including all leads, lifts and carriage as per direction of architect/engineer incharge.(Overall length and width will be measured for the purpose of payment)
Careful dismantling of old lime plaster/cement plaster from ceiling of the heritage structure without damaging the stone work/brick work /historic fabric of the building including raking out of joints and cleaning the surface thoroughly. Item includes cost of safety measure /use of specified equipment for workers required to complete the work and disposal of rubbish in the dumping ground/ work yard within the site by manual means including all leads, lifts and carriage as per direction of architect/engineer incharge.(Overall length and width will be measured for the purpose of payment))
Careful removal of doors, windows and clerestory window shutters (steel or wood)very carefully with out damaging the structure, including stacking within 50 metres lead : Of area 3 sq. metres and below
Careful removal of doors, windows and clerestory window shutters (steel or wood)very carefully with out damaging the structure, including stacking within 50 metres lead : Of area beyond 3 sq. metres
Careful Removal of Jaali/grill /mosquito jaali with frame from window of external façade /blockages made on existing windows and doors with woolden block boards/plywood without damaging the historic fabric of the building . Item includes cost of shuttering /scaffolding /safety measure /use of specified equipment for workers of building applicable to complete the work .Item include all leads /lift and cariage etc,from work area to site yard including proper stacking of the re usable materials.
Careful demolition lime concrete manually and disposal of material within any lead as per direction of Engineer in-charge /Consultants .Item includes cost of safety measure /use of specified equipment for workers of building required to complete the work .
Careful Demolition of R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 100 metres lead as per direction of Engineer - incharge.
Extra for cutting reinforcement bars by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer -in -charge.
Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work
Careful removal of woodwork in frames, trusses, purlins (Karis) and rafters upto 10m span and 6 mtr height including stacking of the material, all heights and section sizes, as directed by Engineer incharge/ Architect, and including all leads, lifts and carriage. All complete.
Careful removal of wooden planks used in roofing & flooring (traditional roofing planks fixed above beam) upto 10m span including stacking of the material, all heights and section sizes, as directed by Engineer incharge/ conservation architect, and including all leads, lifts, scaffolding /support system required to complete the work and carriage. All complete.
Careful demolition of brick tile covering /brick on edge /clay tile in terracing including stacking of serviceable material and disposal of unserviceable material within any lead.Item includes cost of safety measure /use of specified equipment for workers of building required to complete the work .
Careful removal ISMB girders of any size and span, lowering the same and stacking the same as and where directed in the compound, including scaffolding
Careful removal of wooden khatam bandi sqm ceilling / support frame / associated cornices/beadings /moulding in internal area of room with proper care without damaging historic fabric of building and stacking of ceilling at safe place for refixing of the same , as directed by Engineer incharge/ Consultants , including all leads, lifts and carriage. All complete.
Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm
Demolishing mud phaska in terracing and disposal of material within 50 metres lead
Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: G.S. Sheet
Dismantling wooden boardings in lining of walls and and partion wall free standing and support with wall etc including stacking within 50 metres lead : Thickness above 25 mm upto 40 mm.
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.
Carefully removal of mossaic/marble flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 100 metres lead.
Dismantling cement asbestos, Celotax or other hard board ceiling or partition walls including stacking of seviceable materials and disposal of unserviceable materials within 50 metres lead.
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 100 m initial lead, for all leads including all lifts involved.
Removal of all old plumbing (internal & external) including wc, washbasin, taps ,G.I. pipes,shafts,chimney etc. from the site and stacking serviceable materials, as directed by Engineer inchrge/ Architect, and including all leads, lifts and carriage. All complete.
Removal of electrical wires and works and wooden conduits both in external and internal elevations (includes tube lights, switches, PVC conduits,lines ,bulbs etc.), as directed by Engineer inchrge/ Architect, and including all leads, lifts and carriage. All complete.
Traditional brick masonry with special brick size in lime mortar in propotion similar to the existing traditional lime mortar (lime putty -surkhi 1:2) after removing the damaged and out of plumb masonry from the historic structure, as directed by Engineer incharge/ Architect, and including all leads, lifts and carriage. All complete.or superstructure for all heights
Traditional brick masonry with special brick size in lime mortar in propotion similar to the existing traditional lime mortar (lime putty -surkhi 1:2) after removing the damaged and out of plumb masonry from the historic structure, as directed by Engineer incharge/ Architect, and including all leads, lifts and carriage. All complete.add extra for brickwork in ornamental work/ornamental pillars etc
Traditional brick masonry with special brick size in lime mortar in propotion similar to the existing traditional lime mortar (lime putty -surkhi 1:2) after removing the damaged and out of plumb masonry from the historic structure, as directed by Engineer incharge/ Architect, and including all leads, lifts and carriage. All complete.Brick masonry for arches with special size traditional bricks
Ornamental traditional brick masonry in mouldings and cornices (not more than 30 cm in projection and 30 cm in depth as per traditional practice) in lime mortar similar to the existing traditional lime mortar (lime putty- surkhi 1:2) after removing the damaged and out of plumb masonary from the vertical surfaces , as directed by Engineer incharge/ Architect, and including all leads, lifts and carriage. All complete.
Underpinning brickwork in matching / best lime mortar(1:1) with the brick courses of the historic structure in traditional brick masonry with special brick for superstructures by joining old brickwork with new brickwork. Grooves shall be cut 5cm deep in alternate course of old brickwork, as directed by Engineer incharge/ Architect, and including all leads, lifts and carriage. All complete.
Stitching the cracks in brick masonry using brick and lime mortar matching the traditional lime mortar and bricks as existing in the historic structure after raking, cleaning and washing the cracks, as directed by Engineer incharge/ Architect, and including all leads, lifts and carriage. All complete.
Stitching of Traditional brickwork by inserting red sand stone of size 600 X 300 X 100 MM at identified locations by engineer in charge / architect and grouting the area with lime mortar 1:1 (1 lime: 1 Surkhi) including preparing like cutting out brickwork, teething, cleaning, grouting etc.For all heights and stacking of malba within 100 mtr lead.cleaning and washing the cracks, as directed by Engineer incharge/ Architect, and including all leads, lifts and carriage. All complete.
Providing , Careful hosting & Placing Structural steel (I Sections) work in single section fixed with or without connecting plate including cutting hoisting, fixing in position and applying a anti rust paint over priming coat of approved steel primer & , as directed by Engineer incharge/ Architect, Including all formwork, scaffolding proping etc. required.
Refixing of Existing Reuseable Structural steel (I Sections )girders of any size including lowering of girder, removal of rust/ cleaning / antirust coat / minor cutting /repair of member by ribet or fillet weld ( if any as instructed by structural engineer) fixed with or without connecting plate. Item includes cost of stacking, cutting, hoisting & fixing in position , as directed by Engineer incharge/ Consultants , including all leads, lifts and carriage. All complete.
Providing, hoisting and laying of stone base plate of size (450X 600X 150 MM ) under I sections/wooden beams on the end wall for placing the structural steel/wooden beam, as per the specification
Providing and laying of 1st class well seasoned chemically trated deodar wood wooden box casing around I sections/wooden section with 12.5-37 MM mm thick deodar wood as per design including making groves, patterns, fixing in place, providing and applying antitermite treatment , .Item inclusive of carving /ingraving of pattens on frames and finished from all sides with antitermite, primer and polish as approved by the Engineer In-charge. including all leads, lifts and carriage upto all heights.
Providing and fixing 1st class well seasoned and chemically treated deodar wood (of approved quality) work in beams ,ties,karis (purlins) and columns , section of various sizes as per drawing /available at site including carving and moulding as per existing in orignal /as per drawing / length as per design and traiditional wooden joinry of members, and fixed in position in traditional detail/manner as directed by Engineer incharge/ Consultants , All member to be finished from all sides with antitermite treatment as approved by the Engineer In-charge / Consultants . Item also include all leads, lifts and carriage upto all heights including necessary framework/scafolding etc required to complete the task. Contractor needs to ensure that moisture content of wood is well within IS codes and Any timber found unseasoned shall be rejected. All timber to be free of knots, cracks etc.Item also includes Anti termite treatment of wood before fixing the frame at site.
Repair and retrofitting of reusable existing wooden member including column beam purlin etc by replacing deteriorated member with new first class well seasoned chemically treated wood (of same type, deodar/teak etc.) using appropriate traditional joinery method / as directed by Engineer In-charge / Consultant, including cost of safety measure /use of specified equipment for workers of building required to complete the work. Item inclusive of carving /ingraving of patterns on column/ beam/ purlin and finish with primer and approved finish. Item also including all leads, lifts and carriage up-to all heights. Item also includes Anti termite treatment of wood before fixing the wooden member at site. (Overall length , width and thickness of finished wooden member including any repair at any part will be measured for the purpose of payment) Note - Wooden members salvaged from the site and not damaged more than 40% will be considered under this category.
Providing and laying of plank of deodar wood ( 40 mm thick, )at floor and Ceiling , 150 to 200 mm wide and atleast 2 M long over the wooden purlins, as directed by Engineer incharge/ Consultants , and including all leads, lifts and carriage. Fixing of planks includes, planning, taking out tounge & groove joints, fixing with nails with purlins, All member to be finished from all sides with Redoxide of appropriate shade as approved by the Engineer In-charge.All timber to be free of knots, cracks etc.Item also includes Anti termite treatment of wood before fixing the frame at site
Construction of brick vaulted roof as per old design of thickness of 230 mm (or as per design)and bearing of 250 mm using special size bricks in lime surkhi mortar 1: 2 (1 lime : 2 surkhi ) including scaffolding/ shuttering/ centering and form work for temporary support structure required for the construction as directed by conservation consultants/ site- in-charge at all heights, including all leads and lifts. (Plan area of internal walls of constructed vault to be measured for the purpose of payment)
Lime concrete (for terraces as a filler between vaults ) in the ratio of 1:1:1:4 (1 Lime: 1 Surkhi : 1Coarse sand : 4 graded brick aggregate 40 mm nominal size). Item includes cost of shuttering/ scaffolding/safety measures/ use of specified equipments for workers required to complete the work
Providing and laying APP modified pree fabricated 7 layers 3 mm thick water proofing membrane ,black finished reinforced with non woven polyster matt consisting of a coat of bitumin primer for botumen membrane @.4 ltr /sq mtr by the same membrane manufacture of density at 25 degree centigrade ,0.87-0.89 kg/lt and viscosity of 70-160 cps .the laying of membrane shall be got done through authorised applicator of the manufacturer of membrane including laying of geo textile cloth of 70 mils thickness over the APP layer all inclusive and complete.
Lime plaster 20 mm thick 1:1 (1 slaked Lime: 1 surkhi) on over the stone/ wooden slab/terrace of desired level of app sheet including organic additives like sugarcane molasses, extracts of beil,maithi, etc. as per traditional practices.Item includes cost of shuttering /scaffolding /safety measure /use of specified equipment for workers required to complete the work.
100 mm thick (Average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25mm thick mud mortar mixed with bhusa 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay: 1 cow dung) and covered with flat tile bricks of class designation 100 with pointing and grouted with lime mortar 1:2 (1 lime 2 Surkhi) mixed with 2% of integral water proofing compound by weight of cement and finished neat with FPS brick tile, as directed by Engineer incharge/ Architect, and including all leads, lifts and carriage. All complete.
Providing and laying of 150 to 200 mm thick lime dhar on roofing as per traditional practice in 1:2:2:2 (1 lime: 2 sand: 2 old lime powder: 2 brick aggregate 12mm to 40 mm nominal size) using methi, gur, hemp, belgiri etc. including beating and temping as per specification. Ramming for minimum 10 days and curing for min 30 days, as directed by Engineer incharge/ Consultants , and including all leads, lifts and carriage. All complete.
Providing gola 75mm x 75mm in lime concrete 1:2:4 (1 lime: 2 coarse sand: 4 graded stone ballast 10mm nominal size) including finishing with lime mortar 1:2 ( 1lime: 2 fine sand), as directed by Engineer incharge/ Architect, and including all leads, lifts and carriage. All complete.
Making khurras 45x45 cm with average minimum thickness of 25 cm lime concrete 1:2:4 (1 lime : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm lime mortar 1:2 (1 cement : 2 coarse sand) and a coat of lime kara , rounding the edges and making and finishing the outlet complete.
Construction of water down drain guides/ channel in Lime – surkhi Plaster 1:1 (1 slaked Lime: 1 surkhi) on wall surfaces of thickness between 15 to 40 as per old design at site up to 450 mm width ,inclusive of lime plastering and lime kara ,75 mm thk side section on both side . Item includes all leads lift and height , cost of shuttering /scaffolding /safety measure /use of specified equipment for workers required to complete the work.
Providing and fixing CI PIPE of 110 mm dia with all fixing accessories including clamps, coupler , tee with door /without door /angle,bend ,shoes, screw, nut bolt and required cutting and chiseling etc. as per the instruction of site engineer/ architect. Item includes cost of shuttering/scaffolding/safety measures/ use of specified equipments for workers of building requred to complete the work .
Antitermite coat over wooden member of approved brand and manufacture : all locations prepared and applied as per manufacturer's specifications including , preparation of surface, etc. complete. On wood work
Providing and fixing wooden ceilling work /false ceiling work of thickness 25-37 mm suspended from ceiling or fix with roofing member (as per traditional/ existing design and detail in the building complex under the supervision of, architect /site engineer) . Item inclusive of carving /ingraving of pattens/sizes/required hardware , as directed by Engineer incharge/ Architect, and including all leads, lifts and carriage. All complete. For flat ceilling with central design & beading
Repairing and re fixing of wooden ceilling work /false ceiling work suspended from ceiling (as per traditional/ existing design and detail in the building complex under the supervision of, architect /site engineer)including replacement of damage member , patch repair , cleaning and polishing . Item inclusive of carving /ingraving of pattens/sizes/required hardware , as directed by Engineer incharge/ Architect, and including all leads, lifts and carriage. All complete.. For flat ceilling
Cleaning of ceiling/curved art work/frescos/painting work on decorative wooden false ceiling (Khatambandi)/plank false ceiling /flat false ceiling using traditional materials and methods, under the supervision of an Art-conservator.
Conservation of art work / fresco /paintings /decorative art work by cleaning painted surfaces of dust, dirt, deposits, oil accretions etc. with suitable solvents, gels & dry-cleaning methods, consolidation of weakened paint layers and support using compatible adhesives and consolidates, removal of cement plaster, stitching of crack grouting of bulges / cavities with compatible lime-based grouts without synthetic adhesives, extraction of salts where present, and filling of small lacunae to level of surrounding plaster with compatible lime-based fills and retouch the minor area as per old evidence . Documentation of paintings , during, and after conservation to be carried out as per standard conservation practice and treatment carried out to be detailed in a report. Work to include all material costs and to be executed by art conservators with minimum 3 year s exper ience in wal l painting conservat ion under continuous on-site supervision of senior ar t conservator having minimum 10 years experience in the field of wall paint ing conservat ion. f rom ceilling /curved surface
Repair and refixing of doors, windows and ventilators werever frame / shutter damge /broken / detoriated is replaced with well seasoned and chemically treated deodar wood frame/deodar wood shutter single/ double leaves 40-50 mm thick fully/partialy glazed openable shutters, panneling of door in wood /colur glass as per specification ,for doors/windows/ventilator as per the existing original design and pattern /or design as per drawing instructed by the Architect including all necessary fitting/ hardware like screws, nails,metal spikes ,ornamented nails ,metal patterns of flower, metal ribets , parliamentary hinges, tower bolts, handles, traditional handmade ms nails, traditional locking system ,decorative features( butt hinges/tower bolt/ handle /door Aldrop/lock ) of the same design, size and weight, etc . Item to also include making all the mouldings and design of the panels werever missing/damage/latter added is replaced as in the original detail with all beading, patti,carving,marking , as per size given/ orignal existing detail/ drawing of shutter /pannel and removal of multiple layer of paint /enamel paint repeatedly on the shutter as prescribe process and specification and finish with primer and redoxide paint as approved by the Engineer In-charge/ Architect. including all leads, lifts and carriage upto all heights.
Of area between 1-2 sq. metres
Of area between 2-3 sq. metres
Of area between 3-4 sq. metres
Providing and fixing new 1st class well seasoned and chemically treated deodar wood (of approved quality) work in frames of doors, windows, clerestory windows,ventilators , other frames and wrought frame of approved size , as per traiditional wooden joinery of members, and fixed in position in traditional detail/manner with the help of holdfasts / traditional holdfast / handmade nails etc . Item is inclusive of carving /engraving of patterns on fames as per existing patterns on original frames / detail drawing and finish with primer and Redoxide as approved by the Engineer In-charge/ Consultants . Item also include all leads, lifts and carriage upto all heights including necessary framework/scafolding etc required to complete the task. Contractor to ensure that moisture content of wood is well within IS codes and Any timber found unseasoned shall be rejected. All timber to be free of knots, cracks etc.Item also includes Anti termite treatment of wood before fixing the frame at site, coating/painting of section of embedded timber coming into contact with masonry with tar application/ solignum. Measurement of final finished product will be used for the purpose of volume calculation and for payments. various sizes as per drawing /available at site including carving and moulding as per existing in orignal /as per drawing / length as per design and traiditional wooden joinry of members, and fixed in position in traditional detail/manner as directed by Engineer incharge/ Consultants , All member to be finished from all sides with antitermite treatment as approved by the Engineer In-charge / Consultants . Item also include all leads, lifts and carriage upto all heights including necessary framework/scafolding etc required to complete the task. Contractor to ensure that moisture content of wood is well within IS codes and Any timber found unseasoned shall be rejected. All timber to be free of knots, cracks etc.Item also includes Anti termite treatment of wood before fixing the frame at site.
Providing and fixing new doors, windows and ventilators shutters of 1st class well seasoned and chemically treated deodar wood (of approved quality)single/ double leaves 40-50 mm thick fully/partialy glazed openable shutters, panneling of door in wood /glass using 6mm thick Clear float Glass of Saint Gobain or equivalent make ,for doors/windows/ventilator as per the existing original design and pattern /or design as per drawing / as instructed by the Consultants including all necessary fitting/ hardware like screws, nails,metal spikes ,ornamented nails ,metal patterns of flower, metal ribets , parliamentary hinges, tower bolts, handles, traditional MS handmade nails, traditional locking system (hook and chain), decorative features (butt hinges/tower bolt/ handle /door Aldrop/lock) of the same design, material, size and weight, etc . Item to also include making all the mouldings and design of the panels as in the original detail with all beading, patti, carving, marking, as per original existing designs and size of shutters. shutters/panel should be finished from all sides with Redoxide of appropriate shade as approved by the Engineer In-charge / Consultants . Item also include all leads, lifts and carriage upto all heights including necessary framework/scafolding etc required to complete the task. Contractor to ensure that moisture content of wood is well within IS codes and Any timber found unseasoned shall be rejected. All timber to be free of knots, cracks etc.Item also includes Anti termite treatment of wood before fixing the frame at site, coating/painting of section of embedded timber coming into contact with masonry with tar application/ solignum. Overall Length and width of the shutter /panel will be measured of final finished product for the purpose of area calculations & payments.
Providing and laying machine cut, mirror polished Marble stone flooring with 18 mm thick marble stone, of approved size, pattern & design as per sample of marble approved by Engineer-in-charge, including granite band /border , tikki /square ( if any ) pattern over 20 mm (average) thick base of lime mortar 1:2 (1 lime : 2 surkhi) laid and jointed with lime mortar, including rubbing and polishing complete with :18 mm thick High quality white rajasthan marble
Providing and laying machine cut, mirror polished Marble stone flooring with 18 mm thick marble stone, of approved size, pattern & design as per sample of marble approved by Engineer-in-charge, including granite band /border , tikki /square ( if any ) pattern over 20 mm (average) thick base of lime mortar 1:2 (1 lime : 2 surkhi) laid and jointed with lime mortar, including rubbing and polishing complete with :18 mm thick High quality white (second quality) rajasthan marble
Providing and fixing machine cut, mirror / eggshell polished , Marble stone work for wall lining (veneer work) including dado, skirting, risers of steps etc flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 12 mm (average) thick base of lime mortar 1:2 (1 lime : 2 surkhi) laid and jointed with lime mortar, including rubbing and polishing complete with : in required design and pattern wherever required, stones of different finished surface texture 18 mm thick :18 mm thick High quality white rajasthan marble
Providing and fixing machine cut, mirror / eggshell polished , Marble stone work for wall lining (veneer work) including dado, skirting, risers of steps etc flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 12 mm (average) thick base of lime mortar 1:2 (1 lime : 2 surkhi) laid and jointed with lime mortar, including rubbing and polishing complete with : in required design and pattern wherever required, stones of different finished surface texture 18 mm thick :18 mm thick High quality white (second quality) rajasthan marble
Providing and laying 75 mm thick fine dressed sand stone paving of approved size and pattern over 20 mm (average) thick base of lime mortar 1:2 (1lime : 2 surkhi) with joints finished flush and pointed with mortar mixed with pigment of matching colour :Fine dressed Ramnagar Sand Stone
Sub base for flooring: sub- base of 50mm thick bed of local sand evenly spread and rammed brick ballast bed 150mm thick with lime mortar in equal proportion, as directed by Engineer incharge/ Architect, and including all leads, lifts and carriage. All complete.
Providing & laying of the modular brick tile on edge flooring on 20mm thick lime concrete leveling course laid over the sub- base of 50mm thick bed of local sand evenly spread & rammed brick ballast bed 150mm thick including the filling of joints of the brick courses with lime mortar (1lime : 1surkhi / sand). Post construction the exposed mortar joints in floors to be neatly scraped & raked with metal brush to bring neat finish
Lime plaster 15 to 40 MM thickness on wall/flat vertical surfaces Providing and application of Lime – surkhi Plaster 1:1 (1 slaked Lime: 1 surkhi) on wall surfaces of thickness between 15 to 40 MM including organic additives like sugarcane molasses, extracts of beil,maithi, etc. as per traditional practices. The preparation of mortar is to be done following traditional practice includes using chakki/garat (wet grinding of lime and sand by heavy stone mill / chakki/garat), application of mortar in 3 layers with last layer of 6 MM thick, with a gap of minimum 3 days and not more than 10 days from previous layer. The item rate includes application of Loi, tampering, beating, reworking of plaster till the shrinkage cracks disappear and desired finish achieved and curing for 10 days. Item also includes all lead and lift, establishing work yard / chakki, scaffolding, formwork tools and implements etc.
Lime plaster 5 to 10 MM thickness on ceiling and curved surfaces. Providing and application of Lime – surkhi Plaster 1:1 (1 slaked Lime: 1 surkhi) on wall surfaces of thickness between 5 to 10 MM including organic additives like sugarcane molasses, extracts of beil,maithi, etc. as per traditional practices. The preparation of mortar is to be done following traditional practice includes using chakki/garat (wet grinding of lime and sand by heavy stone mill / chakki/garat), application of mortar in single layers, with a gap of minimum 3 days and not more than 10 days from previous layer. The item rate includes application ofLoi, tampering, beating, reworking of plaster till the shrinkage cracks disappear and desired finish achieved and curing for 10 days. Item also includes all lead and lift, establishing work yard / chakki, scaffolding, formwork tools and implements etc.
Decorative plaster work in lime surkhi mortar (1:1) as per traditional practice and design, the mortar should be prepared by the grinding mill only. The thickness varying from 10 mm to 100mm as per design, as directed by Engineer incharge/ Architect, and including all leads, lifts and carriage. All complete.
Providing new decorative Stucco work in lime, sand, Surkhi mortar (1:1), 20 - 40mm thick as per existing design work/ traditional practices by skilled craftsman, the stucco work should be done as per restoration nature, the mortar should be prepared by grinding mill adding gur,methi & gugal. Sample of the design and details of the decorative stucco work to be shown to the Architect for necessary approvals before finalizing and finishing the same in Lime and Sand plaster in proportions 1:2 with the same not more than 10mm in thickness and a final coat of 5mm Thick lime putty. Item to be paid only for the part of the design made in new plaster and not the entire panel. Item to include curing for 21 days using water pumps or any other necessary methods to avoid any surface cracks. In case of development of surface cracks, the same to be redone as part of rectification works to achieve the necessary level of finish as directed by Architect or Engineer in charge.Item to include all necessary tools, scaffold if required etc. complete
Providing & applying Lime kara 1:1(1lime cream : 1 Zikki powder) grinding mortar with grinding mill/manually on lime base,on all flat surface in two coats.First coat applying 3mm to 4mm thick and curing properly at least 7 days,second finishing coat done after 7days of previous coat as per traditional practice.(thickness not more than 6 mm.)
Providing & applying Lime kara 1:2 (1lime cream : 2 Zikki powder) grinding mortar with grinding mill/manually (on lime sand/sand plaster base) on ceilling /curved lime plaster in two coats.First coat applying 3mm to 4mm thick and curing properly at least 7 days,second finishing coat done after 7days of previous coat as per traditional practice.(thickness not more than 6 mm.
Providing lime kara on decorative/ornamental surfaces/stucco or embellishments as per decorative /ornamental designs as per old existing carving on surface highly precise
Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works.
Conduting Ultrasonic Pulse Velocity Test (Non-Destructive Test) to check the density of the distressed wooden beams and solid wooden beams to compare and identify the wooden members which has deteriorated due to termite action and weathering, etc. One perticuler beam or column member will be count as a one point for purpose of payment .
Conduting Resistograph Specialty Testing (Non-Destructive Test) of wood to confirm the presence of decay , determine the amount of decay and determine growth rate in softwood species in a particular location/member by using resistograph drilling tecnique as specified by conservation architect and provide initial reading,reading format and calibration seet in xcel sheet. One perticuler beam or column member will be count as a one point for purpose of payment .
Providing and fixing 25 mm dia PVC conduit for laying cable in flooring as per design including all bend ,junction box - all complete .
Providing and fixing 37 mm dia PVC conduit for laying cable in flooring as per design including all bend ,junction box - all complete .
Providing and fixing 50 mm dia PVC conduit for laying cable in flooring as per design including all bend ,junction box - all complete .
Construction of Parapet, with new or salvaged materials, in brickwork as per original designs existing at site / designs provided by site engineer , of height upto 1200 MM and width upto 600 MM including decorative brickwork . Item includes lime concrete coping (1:1 lime surkhi mortar with 10MM brick aggregate) on top of the parapet, 6mm thick lime surkhi plaster 1:1(1 lime :1 surkhi) and lime Kara (not more than 3 mm thick) on all surfaces, all sides, curved and decorative elements, Copings, handrail etc. as per decorative ornamental designs. Item also includes cost of shuttering /formwork/ scaffolding /safety measure /use of specified equipment for workers of building required to complete the work. Design of Parapet may change at each level of building and it is part of the Item. (Running length of the parapet at the interior base towards terrace side will be measured for payment of this item )
Providing & fixing new sandstone (local/ of approved quality ) chajjas (As per existing size length 1200 x width 600 to 750 and thikness 100 mm ) by replacing damaged / missing stone chajja, wherever required as per old existing design, including cost of lime cocrete layer over stone chajja, dismantling /making of wall/parapet were chajja is inserted /fixed following existing design & construction details. Item includes cost of safety measure /use of specified equipment for workers of building required to complete the work .at all heights & including all leads and lift.external edge of the chajja will be measured for payments.
Construction of traditional brick and lime "Railing /Jaali" in the same design with thambli/coulum/baluster & size as per the original "Railing /Jaali" on site. as directed by the Architect or Engineer in Charge. Item to include getting samples of jaali/railing from the Architect before fixing the same on site. Item to include all necessary tools. hardware etc complete. Mode of Measurement: The item to be paid as per the elevation area of the jali restored/ or constructed new only, and not the entire area of the jaali .
Providing and fixing Terracota Jaali as per the same design and mould & size as per the original "Railing /Jaali" on site. as directed by the Architect or Engineer in Charge. Item to include getting samples of jaali/railing from the Architect before fixing the same on site. Item to include all necessary tools. hardware etc. complete. Mode of Measurement: The item to be paid as per the elevation area of the jali restored/ or constructed new only, and not the entire area of the jaali .
Repairing of existing jharokha as per old design intact ,including replacement of damaged wooden member patch masonry work werever required and finish with plaster and lime kara as per prescribed process and specification and polishing of fixture .Item includes cost of shuttering /scaffolding /safety measure /use of specified equipment for workers of building required to complete the work .
Repair of wooden balcony as per old design intact ,including replacement of damaged wooden member with deodar wood /masonry work werever required and finish with wooden polish as per prescribed process and specification and polishing of fixture .Item includes cost of shuttering /scaffolding /safety measure /use of specified equipment for workers of building required to complete the work .
3d Lidar scanning and generation of point cloud data of Mahal of queens of Raja Ram Singh Palace including preparation of 2d as built drawing & preparation of 3d model from point cloud data.
(i) Procuring custom designed anchor assembly of predefined dimensions. Each anchor assembly shall constitute of the following parts: (a) Reinforcing Member: - Stainless steel Rebar/stud/tube of Grade 304 conforming to BS 6323/6744/6105 & ASTM A554/A312 as per applicability. (b) Grout: - (c) Sock: - (d) Grout Delivery Pipe: - The rates of the anchor should be inclusive of the following sub-heads: 1. Anchor rate 2. Carrier and handling charges (a) 1 nos. - 1000 mm length 12mm diameter stainless steel stud /rebar anchors of Grade S304 in 65mm diameter cored hole to be provided as per diagram shown in Fig.8 above.
(i) Procuring custom designed anchor assembly of predefined dimensions. Each anchor assembly shall constitute of the following parts: (a) Reinforcing Member: - Stainless steel Rebar/stud/tube of Grade 304 conforming to BS 6323/6744/6105 & ASTM A554/A312 as per applicability. (b) Grout: - (c) Sock: - (d) Grout Delivery Pipe: - The rates of the anchor should be inclusive of the following sub-heads: 1. Anchor rate 2. Carrier and handling charges(b) 1 nos. - 1500 mm length 12mm diameter stainless steel stud /rebar anchors of Grade S304 in 65mm diameter cored hole to be provided as per diagram shown in Fig.8 above.
(i) Procuring custom designed anchor assembly of predefined dimensions. Each anchor assembly shall constitute of the following parts: (a) Reinforcing Member: - Stainless steel Rebar/stud/tube of Grade 304 conforming to BS 6323/6744/6105 & ASTM A554/A312 as per applicability. (b) Grout: - (c) Sock: - (d) Grout Delivery Pipe: - The rates of the anchor should be inclusive of the following sub-heads: 1. Anchor rate 2. Carrier and handling charges (c) 1 nos. - 2000 mm length 12mm diameter stainless steel stud /rebar anchors of Grade S304 in 65mm diameter cored hole to be provided as per diagram shown in Fig.8 above.
(i) Procuring custom designed anchor assembly of predefined dimensions. Each anchor assembly shall constitute of the following parts: (a) Reinforcing Member: - Stainless steel Rebar/stud/tube of Grade 304 conforming to BS 6323/6744/6105 & ASTM A554/A312 as per applicability. (b) Grout: - (c) Sock: - (d) Grout Delivery Pipe: - The rates of the anchor should be inclusive of the following sub-heads: 1. Anchor rate 2. Carrier and handling charges (d) 1 nos. - 3000 mm length 12mm diameter stainless steel stud /rebar anchors of Grade S304 in 65mm diameter cored hole to be provided as per diagram shown in Fig.8 above.
khandelwal construction company
Savani Heritage Conservation Pvt Ltd
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