INKEL Limited Tender
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Costs
EMD
₹ 1,00,000Document Cost
₹ 8,850Tender Fee
Refer Documents
Summary
Muziris Heritage Project Conservation Of Iranikulam Temple At Thrissur (sh Civil And Electrical Works)
Description
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Contact
Tender Id
2022_INKEL_473934_1Bid Award Id
ViewTender No
NIT/INKEL/MUZ/2021-22/278 dated 10/02/2022Tender Authority
INKEL Limited ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
GEM & Bid Advisory Services
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BOQ Items
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.
6.31
-
-
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
10
-
-
15.25 : Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
66.74
-
-
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.
2
-
-
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)
5
-
-
15.1 : Demolishing lime concrete manually / by mechanical means and disposal of material within 50 metres lead as per direction of Engineer - in- Charges.
10
-
-
Dismantling carefully Electric supply lines and pipe fittings including stacking serviceable materials within 50 metre lead as directed by Engineer in charge
200
-
-
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
5
-
-
15.56 : Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
270.54
-
-
24.1 : Ranking out joints of stone masonry surface to the required width and depth, with due care and precaution, by mechanical / manual means, including preparing and cleaning the surface for re pointing / refilling of joints, including disposal of rubbish to the duping ground with in 50 metre lead.
200
-
-
13.88 : Removing white or colour wash by scrapping and sand papering and preparing
the surface smooth including necessary repairs to scratches etc. complete
1192.51
-
-
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.
50
-
-
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
30
-
-
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.
2.16
-
-
2.5 : Deduct for not watering the excavated earth for banking
6.16
-
-
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
6.16
-
-
Providing and fixing 25 mm thick well seasoned first class country wood planks approved by consultant over roof up to a height of 20 m in conical shape including 50 mm nails and finishing smooth and filling the joints with wooden filler, for receiving the copper sheet roofing as per site condition and including scaffoldingup to 20 m height complete direction of the engineer in charge
4.38
-
-
Providing and fixing second class teak Solid wooden door and window shutter having 35 mm thick with necessary wooden pivot / oxidised iron butt hinges with necessary screws planks jointed with 25 X 80 mm reepers with necessary iron screws complete job as per the direction of Engineer in Charge.
5.58
-
-
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.
2.05
-
-
Providing and fixing second quality teak wood reepers of required size after cutting, shaping,making lap joint and providing the same in position including cost of all materials as directed by Engineer in charge
1.37
-
-
14.85 : Taking out existing wooden door shutter, repair by cutting, painting etc. and
refixing of repaired door shutters to existing door frames, including replacement
of hinges with screws, etc. as required, all complete as per the direction of the
Engineer-in-charge.
6
-
-
Supplying, drilling/cleaning hole and fixing appropriate length of ETA Approved HRD anchor suitable for fastenings on concrete and 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 and base material. Fixing methodology to be followed as per manufacturers guidelines. All work as per the direction of Engineer in charge
30
-
-
Providing and fixing brass MANICHITHRATHAZHU made out of superiour quality brass and 20mm dia brass including necessary brass screws etc. complete
1
-
-
9.73.1 : Providing and fixing bright finished brass parliamentary hinges with necessary screws etc. complete:150x125x27x5 mm
36
-
-
9.74.2 : Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete:200x10 mm
24
-
-
9.74.4 : Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete:100x10 mm
52
-
-
9.75.1 : Providing and fixing bright finished door latch with necessary screws etc. complete:300x16x5 mm
12
-
-
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.
150
-
-
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 as per the existing design including charges for scafolding charges as directed by Engineer in Charge.
257.49
-
-
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.
9
-
-
7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
5
-
-
Roofing
-
-
-
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
474
-
-
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
474
-
-
Providing and laying MP tiles of standard size over RCC Roof applying one coat of cement slurry @ rate of 2.2 kg/Sqm then laying MP tile over a bed of average 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with grey cement slurry @ 3.3 kg /sqm including grouting the joints with white cement if requires and matching pigments etc., complete as per the direction of Engineer in charge
70.5
-
-
Providing and fixing 24 gauge Copper plate on roof upto 20 m height in conical shape with side moulding and interlocking each other and fixing with 20 mm copper nail. Overlapping should not be less than 0.6 of the area of the sheet. Water tightness should be at all level the purity of the copper plate has to be tested in lab get approved by the authority before fixing. The entire exposed area has to be painted with metalic paint 2 or more coat including a base coat of Etch primer. The cost including material, nails and scaffoldingup to 20 m height complete job as per the direction of the engineer in charge.
175
-
-
Flooring work
-
-
-
11.55.1 : 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.
24.53
-
-
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
40
-
-
Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on floors jointed with white cement mortar 1:4 (1 white cement : 4 coarse sand) mixed with pigment to match the shade of tile , laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including machine rubbing and floor polishing complete as per the direction of engineering in charge.
19.11
-
-
Providing and fixing dressed granite slab not less than 300 mm width and 50 mm thick including dressing the top to the true level with square cutting the edges and pointing with cement slurry mixed with matching pigments complete job as per the direction of Engineer in Charge.
43.2
-
-
Finishing work
-
-
-
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
371
-
-
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 Engineer in- Charge.
110
-
-
Removing Rust using Rustolin or Equivalent at all locations by applying as per manufacturer's specifications and cleaning throughly etc complete On steel work
3.6
-
-
Applying white or colour wash by mixing glue and 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
1082.15
-
-
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
1019.87
-
-
13.99.1 : Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old work
3.6
-
-
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
30
-
-
RCC work
-
-
-
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
2
-
-
5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15 degree 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
-
-
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
200
-
-
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
360
-
-
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
42
-
-
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:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
2
-
-
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
142.8
-
-
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
247.3
-
-
Miscellaneous work
-
-
-
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
10
-
-
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 up to 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
10
-
-
2.25 : Filling available excavated 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.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.
15
-
-
Supplying and laying good quality red earth from approved source, spreading and compacting to fill up and level including watering and thorough consolidation to the standards and instruction of the engineer in charge.The rate Includes cost of materials conveyance, stacking charge, spreading, watering and consoldation as per the direction of Engineeer in charge
20
-
-
Providing and applying Herbal oil known as ''Ashttakoottu oil'' on wooden members for durability as per the instruction of Engineer in charge
30.84
-
-
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 .
403.2
-
-
Supplying manpower: Carpenter
30
-
-
Supplying manpower :Mason
30
-
-
Supplying manpower: Man Mazdoor
20
-
-
Supplying manpower: Painter
10
-
-
Supplying manpower: Mason (for Ornamental stone work) Ist class
30
-
-
Dismantling and reassembling dislocated balipeedam of size up to 3.5m X 3.5m including jointing as per existing patterns complete job as per the direction of Engineer in charge
27.6
-
-
Protecting the stone by application of a double coating wet on wet stone consolidant and water repellant Estel 1100 and let it set for 3 weeks protecting the surface from direct sun and rain.
200
-
-
SPECILAISED WORK
-
-
-
Providing and Fixing Thazhikakudam of size up to 1.2 m height made up of copper and fixing to the roof top complete job as per the direction of Engineer in charge
1
-
-
Proving and fixing ''Vamada'' Bandham (SS Bolt) with bottom head, with brass and bronze decorative nut head
40
-
-
Building 2 & Ayyappa Temple 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.
930.41
-
-
15.28.1 : Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet
65.87
-
-
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.
30.24
-
-
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
10
-
-
15.25 : Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
18.14
-
-
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.
2
-
-
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)
5
-
-
15.1 : Demolishing lime concrete manually / by mechanical means and disposal of material within 50 metres lead as per direction of Engineer - in- Charges.
15
-
-
Dismantling carefully Electric supply lines and pipe fittings including stacking serviceable materials within 50 metre lead as directed by Engineer in charge
200
-
-
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
5
-
-
15.56 : Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
92.16
-
-
24.1 : Ranking out joints of stone masonry surface to the required width and depth, with due care and precaution, by mechanical / manual means, including preparing and cleaning the surface for re pointing / refilling of joints, including disposal of rubbish to the duping ground with in 50 metre lead.
132.11
-
-
13.88 : Removing white or colour wash by scrapping and sand papering and preparing
the surface smooth including necessary repairs to scratches etc. complete
880.32
-
-
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.
50
-
-
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
30
-
-
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.
18.15
-
-
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
12.28
-
-
Supplying well seasoned Anjily wood roof members such as rafters, ridge, wall plate,collar, collar pins etc including all ornamental cutting, steps, moulding etc.Wooden members has to undergo seasoning and season certificate may be produced including cost and conveyance of materials etc. complete .
3
-
-
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
3.1
-
-
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.
2.07
-
-
Providing and fixing second class teak Solid wooden door and window shutter having 35 mm thick with necessary wooden pivot / oxidised iron butt hinges with necessary screws planks jointed with 25 X 80 mm reepers with necessary iron screws complete job as per the direction of Engineer in Charge.
6.34
-
-
14.85 : Taking out existing wooden door shutter, repair by cutting, painting etc. and
refixing of repaired door shutters to existing door frames, including replacement
of hinges with screws, etc. as required, all complete as per the direction of the
Engineer-in-charge.
7
-
-
Supplying, drilling/cleaning hole and fixing appropriate length of ETA Approved HRD anchor suitable for fastenings on concrete and 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 and base material. Fixing methodology to be followed as per manufacturers guidelines. All work as per the direction of Engineer in charge
60
-
-
Providing and fixing brass MANICHITHRATHAZHU made out of superiour quality brass and 20mm dia brass including necessary brass screws etc. complete
1
-
-
9.73.1 : Providing and fixing bright finished brass parliamentary hinges with necessary screws etc. complete:150x125x27x5 mm
72
-
-
9.74.2 : Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete:200x10 mm
16
-
-
9.74.3 : Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete:150x10 mm
16
-
-
9.74.4 : Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete:100x10 mm
16
-
-
9.75.1 : Providing and fixing bright finished door latch with necessary screws etc. complete:300x16x5 mm
4
-
-
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.
150
-
-
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 as per the existing design including charges for scafolding charges as directed by Engineer in Charge.
257.49
-
-
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.
10
-
-
7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
4.32
-
-
Roofing
-
-
-
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
523.8
-
-
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
523.8
-
-
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.
349.2
-
-
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.
97.84
-
-
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.
65.23
-
-
Providing and fixing on ceiling factory pressed clay decorative floral tile(under mangalore tile roof) of 320mm x 200 mm x 12mm approved pattern on frame work complete including scaffolding charges as directed by Engineer-in-Charge.(frame work to be paid separately).
930.41
-
-
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
65.87
-
-
Flooring work
-
-
-
11.55.1 : 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.
35.58
-
-
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
120.96
-
-
Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on floors jointed with white cement mortar 1:4 (1 white cement : 4 coarse sand) mixed with pigment to match the shade of tile , laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including machine rubbing and floor polishing complete as per the direction of engineering in charge.
132.5
-
-
Providing and fixing dressed granite slab not less than 300 mm width and 50 mm thick including dressing the top to the true level with square cutting the edges and pointing with cement slurry mixed with matching pigments complete job as per the direction of Engineer in Charge.
154.74
-
-
Finishing work
-
-
-
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
192
-
-
13.24.2 : Extra for plastering done on moulding cornices or architraves including neat finish to line and level:In two coats
20
-
-
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 Engineer in- Charge.
125
-
-
Removing Rust using Rustolin or Equivalent at all locations by applying as per manufacturer's specifications and cleaning throughly etc complete On steel work
5
-
-
Applying white or colour wash by mixing glue and 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
921.53
-
-
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
217.18
-
-
13.99.1 : Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old work
25
-
-
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
30
-
-
RCC work
-
-
-
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
5
-
-
5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15degree 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).
4
-
-
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
500
-
-
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
480
-
-
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
56
-
-
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)
31
-
-
4.10 : Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size).
6.79
-
-
4.13 : Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
6.79
-
-
4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
7
-
-
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
60
-
-
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
100
-
-
Miscellaneous work
-
-
-
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
10
-
-
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 up to 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
10
-
-
2.25 : Filling available excavated 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.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.
15
-
-
Supplying and laying good quality red earth from approved source, spreading and compacting to fill up and level including watering and thorough consolidation to the standards and instruction of the engineer in charge.The rate Includes cost of materials conveyance, stacking charge, spreading, watering and consoldation as per the direction of Engineeer in charge
20
-
-
Providing and applying Herbal oil known as ''Ashttakoottu oil'' on wooden members for durability as per the instruction of Engineer in charge
62.4
-
-
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 .
12
-
-
Supplying manpower: Carpenter
30
-
-
Supplying manpower :Mason
30
-
-
Supplying manpower: Man Mazdoor
15
-
-
Supplying manpower: Painter
15
-
-
Supplying manpower: Mason (for Ornamental stone work) Ist class
30
-
-
Dismantling and reassembling dislocated balipeedam of size up to 3.5m X 3.5m including jointing as per existing patterns complete job as per the direction of Engineer in charge
12.15
-
-
Protecting the stone by application of a double coating wet on wet stone consolidant and water repellant Estel 1100 and let it set for 3 weeks protecting the surface from direct sun and rain.
240.41
-
-
Providng and fixing ''Vamada''Bandham (SS Bolt) with bottom head, with brass and bronze decorative nut head
40
-
-
Namaskara Mandapam Dismantling
-
-
-
15.25 : Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
66.74
-
-
15.1 : Demolishing lime concrete manually / by mechanical means and disposal of material within 50 metres lead as per direction of Engineer - in- Charges.
10
-
-
24.1 : Ranking out joints of stone masonry surface to the required width and depth, with due care and precaution, by mechanical / manual means, including preparing and cleaning the surface for re pointing / refilling of joints, including disposal of rubbish to the duping ground with in 50 metre lead.
26.08
-
-
Dismantling the existing stone rubble work by manual means including stacking the ones having architectural importance as per the direction of engineer in charge at a location within 100m lead
28.8
-
-
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
5
-
-
Wood Work
-
-
-
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
8.83
-
-
Providing and fixing 25 mm thick well seasoned first class country wood planks approved by consultant over roof up to a height of 20 m in conical shape including 50 mm nails and finishing smooth and filling the joints with wooden filler, for receiving the copper sheet roofing as per site condition and including scaffoldingup to 20 m height complete direction of the engineer in charge
2.8
-
-
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 as per the existing design including charges for scafolding charges as directed by Engineer in Charge.
38.64
-
-
Roofing
-
-
-
Providing and fixing 24 gauge Copper plate on roof upto 20 m height in conical shape with side moulding and interlocking each other and fixing with 20 mm copper nail. Overlapping should not be less than 0.6 of the area of the sheet. Water tightness should be at all level the purity of the copper plate has to be tested in lab get approved by the authority before fixing. The entire exposed area has to be painted with metalic paint 2 or more coat including a base coat of Etch primer. The cost including material, nails and scaffoldingup to 20 m height complete job as per the direction of the engineer in charge.
112
-
-
Finishing work
-
-
-
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
252.82
-
-
13.69.1 : Polishing on wood work with ready mixed wax polish of approved brand and manufacture:New work
252.82
-
-
RCC work
-
-
-
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
8.55
-
-
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
990
-
-
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)
4.36
-
-
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 : 8 graded stone aggregate 40 nominal size)
3.61
-
-
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
22.8
-
-
Miscellaneous work
-
-
-
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
10
-
-
Supplying and laying good quality red earth from approved source, spreading and compacting to fill up and level including watering and thorough consolidation to the standards and instruction of the engineer in charge.The rate Includes cost of materials conveyance, stacking charge, spreading, watering and consoldation as per the direction of Engineeer in charge
114.39
-
-
Providing and applying Herbal oil known as ''Ashttakoottu oil'' on wooden members for durability as per the instruction of Engineer in charge
6.33
-
-
Supplying manpower: Carpenter
15
-
-
Supplying manpower :Mason
15
-
-
Supplying manpower: Man Mazdoor
15
-
-
Supplying manpower: Painter
15
-
-
Supplying manpower: Mason (for Ornamental stone work) Ist class
5
-
-
Protecting the stone by application of a double coating wet on wet stone consolidant and water repellant Estel 1100 and let it set for 3 weeks protecting the surface from direct sun and rain.
91.13
-
-
SPECILAISED WORK
-
-
-
Construction of 'Krishnasila Panchavargam 'basement including cost and conveyance of all materials ,labour charges,transportation etc complete. Padukam
36
-
-
Construction of 'Krishnasila Panchavargam ' basement including cost and conveyance of all materials ,labour charges,transportation etc complete. Jagathi
33
-
-
Construction of 'Krishnasila Panchavargam ' basement including cost and conveyance of all materials ,labour charges,transportation etc complete. Kumuthangam
33
-
-
Construction of 'Krishnasila Panchavargam 'basement including cost and conveyance of all materials ,labour charges,transportation etc complete. Padi
33
-
-
Construction of 'Krishnasila Panchavargam 'basement including cost and conveyance of all materials ,labour charges,transportation etc complete. Galam
32
-
-
Construction of 'Krishnasila Panchavargam 'basement including cost and conveyance of all materials ,labour charges,transportation etc complete. Flooring
65
-
-
Construction of 'Krishnasila Panchavargam ' basement including cost and conveyance of all materials ,labour charges,transportation etc complete. Rock cut single stone pillar
4
-
-
Providing and fixing single black granite Stone pillar as shown in the drawing with all decorative works specified therein including 'oma' (base) as shown using hard granite stone as per the instruction of Engineer-in-charge
4
-
-
Providing and Fixing Thazhikakudam of size up to 1.2 m height made up of copper and fixing to the roof top complete job as per the direction of Engineer in charge
1
-
-
Proving and fixing ''Vamada'' Bandham (SS Bolt) with bottom head, with brass and bronze decorative nut head
40
-
-
Shed and Stage Dismantling
-
-
-
15.28.1 : Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet
432.83
-
-
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
3.1
-
-
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.
1
-
-
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)
2
-
-
Dismantling carefully Electric supply lines and pipe fittings including stacking serviceable materials within 50 metre lead as directed by Engineer in charge
100
-
-
15.56 : Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
61.23
-
-
13.88 : Removing white or colour wash by scrapping and sand papering and preparing
the surface smooth including necessary repairs to scratches etc. complete
61.23
-
-
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.
8656.47
-
-
Roofing
-
-
-
Providing and fixing on ceiling factory pressed clay decorative floral tile (under mangalore tile roof) of 320mm x 200 mm x 12mm and as per approved pattern on ;frame work complete including scaffolding charges as directed by Engineer-in-Charge.(frame work to be paid separately).
432.83
-
-
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)
432.83
-
-
12.49 : Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately ).
74.16
-
-
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
33.52
-
-
Flooring work
-
-
-
11.55.1 : 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.
38.55
-
-
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
25.24
-
-
Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on floors jointed with white cement mortar 1:4 (1 white cement : 4 coarse sand) mixed with pigment to match the shade of tile , laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including machine rubbing and floor polishing complete as per the direction of engineering in charge.
290.44
-
-
Finishing work
-
-
-
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
62
-
-
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 Engineer in- Charge.
25
-
-
Removing Rust using Rustolin or Equivalent at all locations by applying as per manufacturer's specifications and cleaning throughly etc complete On steel work
732.23
-
-
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
732.23
-
-
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)
122.46
-
-
RCC work
-
-
-
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
3
-
-
5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15degree 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
-
-
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
600
-
-
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
100
-
-
5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
40
-
-
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:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
5
-
-
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 : 8 graded stone aggregate 40 nominal size)
3
-
-
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
36
-
-
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.
36
-
-
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
151.76
-
-
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.
6059.53
-
-
Miscellaneous work
-
-
-
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
5
-
-
2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
3
-
-
2.25 : Filling available excavated 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.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.
3
-
-
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.
3
-
-
Supplying chemical emulsion in sealed containers including delivery as specified. BiFlex TC.
11.22
-
-
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 holesetc.:With Biflex TC 0.05 concentration
96.6
-
-
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 .
10
-
-
Supplying manpower :Mason
5
-
-
Supplying manpower: Man Mazdoor
5
-
-
Supplying manpower: Painter
10
-
-
12.7.2 : Providing and fixing 15cm wide, 45 cm overall semi circular plain G.S. sheet gutter with iron brackets 40x3 mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.0.63 mm thick with zinc coating not less than 275 gm/ m2
28
-
-
4.17 : Making plinth protection 50 mm thick of cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth.
58.56
-
-
Storage Building Wood Work
-
-
-
Supplying, drilling/cleaning hole and fixing appropriate length of ETA Approved HRD anchor suitable for fastenings on concrete and 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
36
-
-
9.74.2 : Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete:200x10 mm
2
-
-
9.74.4 : Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete:100x10 mm
36
-
-
9.165.1 : Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete.125 mm
4
-
-
9.76 : Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.
2
-
-
50.9.1.2 : 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) using good quality Pincoda wood
0.31
-
-
50.9.2.2 : Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, 35 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required sized with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer in-charge using Pincoda wood
4.87
-
-
50.9.3.2 : Providing and fixing paneled or paneled and glazed shutters for doors, windows and clerestory windows, 30 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding paneling which will be paid for separately, all complete as per direction of Engineer in-charge.
using Pincoda wood.
10.13
-
-
50.9.4.2 : Providing and fixing paneling or paneling and glazing in paneled or paneled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Paneling for paneled or paneled and glazed shutters 25 mm to 40 mm thick using good quality Pincoda wood
12.8
-
-
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.
19.96
-
-
7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
16.03
-
-
Roofing
-
-
-
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)
114.1
-
-
12.49 : Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately ).
25.44
-
-
Providing and fixing on ceiling factory pressed clay and decorative floral tile(under mangalore tile roof)of 320mm x 200 mm x 12mm and as per approved pattern on frame work complete including scaffolding charges;as directed by Engineer-in-Charge.(Frame work to be paid separately).
120
-
-
Flooring work
-
-
-
Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on floors jointed with white cement mortar 1:4 (1 white cement : 4 coarse sand) mixed with pigment to match the shade of tile , laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including machine rubbing and floor polishing complete as per the direction of engineering in charge.
60
-
-
Finishing work
-
-
-
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
65.84
-
-
Applying white or colour wash by mixing glue and 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
198
-
-
13.69.1 : Polishing on wood work with ready mixed wax polish of approved brand and manufacture:New work
22.5
-
-
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
152.11
-
-
RCC work
-
-
-
5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15 degree 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).
0.51
-
-
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
66
-
-
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
3.39
-
-
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 : 8 graded stone aggregate 40 nominal size)
10.07
-
-
4.10 : Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size).
6.79
-
-
4.13 : Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
6.79
-
-
4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
7
-
-
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
195
-
-
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
2738.4
-
-
Miscellaneous work
-
-
-
2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
99
-
-
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 up to 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
22.13
-
-
2.25 : Filling available excavated 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.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.
30
-
-
Supplying and laying good quality red earth from approved source, spreading and compacting to fill up and level including watering and thorough consolidation to the standards and instruction of the engineer in charge.The rate Includes cost of materials conveyance, stacking charge, spreading, watering and consoldation as per the direction of Engineeer in charge
5
-
-
Supplying manpower: Carpenter
5
-
-
Supplying manpower :Mason
5
-
-
Supplying manpower: Man Mazdoor
5
-
-
Supplying manpower: Painter
5
-
-
ELECTRICAL WORKS CONDUITING AND WIRING
-
-
-
Supply and drawing 650/1100 V grade FRLS PVC insulated stranded single core copper conductor cables conforming to IS 694 part I 1990 in the existing surface / recess conduit as required including giving necessary connections of the following sizes.2.50 sq.mm 3 Run
717
-
-
Supply and drawing 650/1100 V grade FRLS PVC insulated stranded single core copper conductor cables conforming to IS 694 part I 1990 in the existing surface / recess conduit as required including giving necessary connections of the following sizes. 1.50 sq.mm 3 Run
570
-
-
Supply and drawing 650/1100 V grade FRLS PVC insulated stranded single core copper conductor cables conforming to IS 694 part I 1990 in the existing surface / recess conduit as required including giving necessary connections of the following sizes. 4.00 sq.mm 3 Run
300
-
-
1.21.1 : Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.20 mm
500
-
-
1.21.2 : Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.25 mm
300
-
-
1.21.3 : Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.32 mm
100
-
-
1.24.1 : Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.5/6 amps switch
55
-
-
1.27.1 : Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.1 or 2 Module (75mmX75mm)
6
-
-
1.27.2 : Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.3 Module (100mmX75mm)
7
-
-
1.27.4 : Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.6 Module (200mmX75mm)
8
-
-
1.27.5 : Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.8 Module (125mmX125mm)
6
-
-
1.33 : Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block
including connection etc as required.
465
-
-
Supplying and fixing suitable size GI box with modular plate and cover in FRLS on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required.
16
-
-
1.25 : Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
18
-
-
1.26 : Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.
10
-
-
S & F Motor starters of the following ratings Single phase DOL starters for 0.25HP to 3HP motor
1
-
-
DISTRIBUTION BOARDS
-
-
-
Supplying and fixing of following ways surface/ recess mounting, vertical type, 415V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB (but without MCB and incomer ) as required (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.4 way (4 + 12), Double door
1
-
-
Supplying and fixing following way, horizontal type three pole and neutral, sheetsteel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copperbus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted includingearthing etc. as required. (But without MCB/RCCB/Isolator)4 way (4 + 12), Double door
1
-
-
Supplying and fixing following way, horizontal type three pole and neutral, sheetsteel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copperbus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted includingearthing etc. as required. (But without MCB/RCCB/Isolator)6 way (4 + 18), Double door
1
-
-
2.3.3 : Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCBIRCCB/Isolator12 way, Double door
2
-
-
2.13.1 : Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps
1
-
-
Supplying, fixing, testing and commissioning following four pole and double pole , 415 volts and 240 volts, residual current circuit breaker with overload protection (RCBO) of the following rating and sensitivity current in the existing MCB SPN and TPN horizontal/vertical DB complete with connections, etc. as required and instructed by engineer in charge/consultant.25A 30mA FP RCBO
2
-
-
Supplying, fixing, testing and commissioning following four pole and double pole , 415 volts and 240 volts, residual current circuit breaker with overload protection (RCBO) of the following rating and sensitivity current in the existing MCB SPN and TPN horizontal/vertical DB complete with connections, etc. as required and instructed by engineer in charge/consultant..25A 30mA DP RCBO
2
-
-
2.10.1 : Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single pole
45
-
-
2.10.4 : Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Triple pole
4
-
-
CABLES AND TERMINATIONS
-
-
-
Supply of following size 1.1 KV grade XLPE insulated, PVC sheathed, armoured Aluminium conductor cable conforming to IS 7098 (Part 1). 3C x 10 sqmm
260
-
-
Supply of the following size 1.1kV grade XLPE insulated PVC sheathed, armoured Aluminium conductor power cable confirming to IS 7098 (part 1) ammended upto date. 4CX10sq.mm Al Cable
650
-
-
7.1.1 : Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of
following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.Upto 35 sq. mm
700
-
-
7.5.1 : Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.Upto 35 sq. mm
150
-
-
7.7.1 : Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV
grade of following size on wall surface as required.Upto 35 sq. mm (clamped with 1mm thick saddle)
60
-
-
9.1.7 : Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 X 10 sq. mm (22mm)
6
-
-
9.1.32 : Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.4 X 10 sq. mm (25mm)
42
-
-
7.10 : Supplying and fixing cable route marker with 10 cm X 10 cm X 5 mm thick G.I. plate with
inscription there on, bolted /welded to 35 mm X 35 mm X 6 mm angle iron, 60 cm long and fixing
the same in ground as required.
50
-
-
EARTHING
-
-
-
90.16.1.3 : Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required
1200
-
-
5.2 : Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing
masonry enclosure with cover plate having locking arrangement and watering pipe etc. with
charcoal/ coke and salt as required
8
-
-
CABLE MANAGEMENT SYSTEM
-
-
-
Supply and fixing 50 x 50 mm PVC Cable Management System with base and lid along with the following accessories conforming to IEC 61084/ BS 476 & 4678 on surface / recess including cutting the wall and making good the damages in case of recessed installation as required (including all accessories like Flat Angle, Tees, bends, Internal Coupler, Cross, End caps, cable retainer etc as required and directed by Engineer in charge) .50x50mm Cable Management System with base and lid
25
-
-
90.12.10.3 : Supply & laying of DWC pipe in ordinary soil 0.75m below ground level including excavation
200
-
-
MISCELLANEOUS
-
-
-
Fabrication and installing of MS supports & other steel works associated with electrical works completion and required as per site conditions using structural steel work (riveted, bolted or welded) in built up sections, including angle, channel, I section, necessary nut and bolt and all required accessories including cutting, hoisting, fixing in position and applying 2 coats of zinc chromate primer and 2 coats of synthetic enamel paint of approved quality and colour as directed by engineer in charge.
30
-
-
Supply and fixing of 2 Kg ABC Dry Powder (Stored Pressure) Type Fire Extinguisher. pressurized with dry nitrogen gas at 15 bar. Design, construction and testing as per IS 2171-1999 external epoxy powder coating with PO Red Shade No. 538 of IS 5, Supplied with standard accessories.
8
-
-
SITC of 6U Wall Mount Rack with power distribution unit, cable managers, cooling fans and other accessories as required.
1
-
-
Supply, Laying & Termination of 2Cx1.5sq.mm FRLS type,flexible copper cable for PA System.
150
-
-
MISCELLANEOUS CIVIL WORKS
-
-
-
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)
0.5
-
-
13.2.2 : 15 mm cement plaster on the rough side of single or half brick wall of mix:1:6 ( 1 cement : 6 fine sand)
5
-
-
15.7.4 : Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
0.5
-
-
Plastering with lime mortar 1:2:9 (1 cement: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 ,conveyance materials,labours,scaffolding,curing,lead lift,etc complete at all levels and as directed by engineer-in-charge.
5
-
-
LIGHT FITTINGS
-
-
-
SITC of 27W Post Top Light fixture & 3Meter PU/FRP Ornamental Poles including Control Wiring, ControlBoxes with individual MCB, Electrical fixture Connectivity,& other Accessories required for the effective commissioning of the entire Lighting system. (Light fixture Make: Philips-BGP161 or Equivalent Wipro Makes. Pole Make: Autocast)
24
-
-
Erection of RCC/ PCC pole of following length in brick ballast and ramming the foundation,finishing with 150mm thick cement concrete (1:3:6) layer on top with including excavation and refilling etc as required.3 Meter
24
-
-
SITC of 1200mm sweep, five star rated, HI Speed ceiling fan ( above 320 rpm), operating voltage of 220-240V, Double ball bearing type including required length of the down rods, cables,brackets,clamps and all other connections as required.
18
-
-
SITC of internal(IP20) 4 feet tube light in ceiling/wall surface. with thickness not more than 36mm having a minimum lumen output of 2,000 lumens at a power consumption between 20 & 22 W. The life time of equipment should not be less than 50,000 hours, with preferable surge protection up to 2KV(optional).The Correlated Colour Temperature (CCT) should be 2700-3000K.The colour of the light output to be yellow, including all connections and downrods of necessary length if required
70
-
-
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